,ŽƌŝnjŽŶƚĂůĞƵŶĚǀĞƌƚŝŬĂůĞ<ŽŶŶĞŬƚŝǀŝƚćƚ ŝŶ&ůŝĞƘŐĞǁćƐƐĞƌŶƵŶĚ^ĞĞŶʹ PŬŽůŽŐŝƐĐŚĞ&ƵŶŬƚŝŽŶĞŶƵŶĚ ĂŶƚŚƌŽƉŽŐĞŶĞmďĞƌĨŽƌŵƵŶŐ ,ĂďŝůŝƚĂƚŝŽŶƐƐĐŚƌŝĨƚ ǀŽŶ DĂƌƚŝŶWƵƐĐŚ DĂƚŚĞŵĂƚŝƐĐŚͲ EĂƚƵƌǁŝƐƐĞŶƐĐŚĂĨƚůŝĐŚĞ &ĂŬƵůƚćƚĚĞƌ hŶŝǀĞƌƐŝƚćƚWŽƚƐĚĂŵ
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Online veröffentlicht auf dem Publikationsserver der Universität Potsdam: URL http://opus.kobv.de/ubp/volltexte/2013/6371/ URN urn:nbn:de:kobv:517-opus-63713 http://nbn-resolving.de/urn:nbn:de:kobv:517-opus-63713 ,ŽƌŝnjŽŶƚĂůĞƵŶĚǀĞƌƚŝŬĂůĞ<ŽŶŶĞŬƚŝǀŝƚćƚ ŝŶ&ůŝĞƘŐĞǁćƐƐĞƌŶƵŶĚ^ĞĞŶʹ PŬŽůŽŐŝƐĐŚĞ&ƵŶŬƚŝŽŶĞŶƵŶĚ ĂŶƚŚƌŽƉŽŐĞŶĞmďĞƌĨŽƌŵƵŶŐ <ƵŵƵůĂƚŝǀĞ ,ĂďŝůŝƚĂƚŝŽŶƐƐĐŚƌŝĨƚ ǀŽƌŐĞůĞŐƚĚĞƌ DĂƚŚĞŵĂƚŝƐĐŚͲEĂƚƵƌǁŝƐƐĞŶƐĐŚĂĨƚůŝĐŚĞŶ&ĂŬƵůƚćƚ ĚĞƌhŶŝǀĞƌƐŝƚćƚWŽƚƐĚĂŵ ǀŽŶ ŝƉů͘ŝŽů͘ƌ͘ƌĞƌ͘ŶĂƚ͘DĂƌƚŝŶWƵƐĐŚ WŽƚƐĚĂŵ͕ŝŵDćƌnjϮϬϭϮ 'LH:HOWLVWZLHHLQ6WURPGHULQVHLQHP%HWWHIRUWOlXIW EDOGKLHUEDOGGD]XIlOOLJ6DQGElQNHDQVHW]W XQGYRQGLHVHQZLHGHU]XHLQHPDQGHUHQ:HJHJHQ|WLJWZLUG -RKDQQ:ROIJDQJYRQ*RHWKH $XV):5LHPHU0LWWHLOXQJHQEHU*RHWKH /ŶŚĂůƚƐǀĞƌnjĞŝĐŚŶŝƐ ϭ͘ ŝŶůĞŝƚƵŶŐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ ϭ ϭ͘ϭtŝƐƐĞŶƐĐŚĂĨƚůŝĐŚĞƐ/ŶƚĞƌĞƐƐĞĂŶĚĞƌƂŬŽůŽŐŝƐĐŚĞŶ<ŽŶŶĞŬƚŝǀŝƚćƚǀŽŶ'ĞǁćƐƐĞƌŶϭ ϭ͘ϮsĞƌƚŝŬĂůĞ<ŽŶŶĞŬƚŝǀŝƚćƚŝŶ&ůŝĞƘŐĞǁćƐƐĞƌŶ ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ ϰ ϭ͘ϯ,ŽƌŝnjŽŶƚĂůĞ<ŽŶŶĞŬƚŝǀŝƚćƚǀŽŶ&ůŝĞƘŐĞǁćƐƐĞƌŶ ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ ϳ ϭ͘ϰ,ŽƌŝnjŽŶƚĂůĞ<ŽŶŶĞŬƚŝǀŝƚćƚǀŽŶ^ĞĞŶ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ ϭϭ ϭ͘ϱPŬŽůŽŐŝƐĐŚĞĞĚĞƵƚƵŶŐǀŽŶ<ŽŶŶĞŬƚŝǀŝƚćƚ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ ϭϭ ϭ͘ϲĞĚĞƵƚƵŶŐǀŽŶ<ŽŶŶĞŬƚŝǀŝƚćƚĨƺƌĚŝĞ'ĞǁćƐƐĞƌďĞǁŝƌƚƐĐŚĂĨƚƵŶŐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ ϭϮ ϭ͘ϳ<ŽŶŶĞŬƚŝǀŝƚćƚƵŶĚPŬŽƐLJƐƚĞŵͲŝĞŶƐƚůĞŝƐƚƵŶŐĞŶ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ ϭϰ
Ϯ͘ mďĞƌƐŝĐŚƚƺďĞƌĚŝĞĚĞƌ,ĂďŝůŝƚĂƚŝŽŶƐƐĐŚƌŝĨƚnjƵŐƌƵŶĚĞůŝĞŐĞŶĚĞŶDĂŶƵƐŬƌŝƉƚĞ ͘͘͘͘͘ ϭϳ
ϯ͘ ^ŽŶĚĞƌĚƌƵĐŬĞĚĞƌDĂŶƵƐŬƌŝƉƚĞ ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ Ϯϭ
ϰ͘ ŝƐŬƵƐƐŝŽŶ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ ϯϱϭ ϰ͘ϭ<ŽŶŶĞŬƚŝǀŝƚćƚĂůƐƐƚƌƵŬƚƵƌŝĞƌĞŶĚĞƌ,ĂďŝƚĂƚĨĂŬƚŽƌĚĞƐDĂŬƌŽnjŽŽďĞŶƚŚŽƐ ŝŶ&ůŝĞƘŐĞǁćƐƐĞƌŶƵŶĚ^ĞĞŶ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ ϯϱϭ ϰ͘ϭ͘ϭ<ŽŶŶĞŬƚŝǀŝƚćƚĂůƐƐƚƌƵŬƚƵƌŝĞƌĞŶĚĞƌ,ĂďŝƚĂƚĨĂŬƚŽƌĚĞƐDĂŬƌŽnjŽŽďĞŶƚŚŽƐ ŝŶ&ůŝĞƘŐĞǁćƐƐĞƌŶ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ ϯϱϮ ϰ͘ϭ͘Ϯ<ŽŶŶĞŬƚŝǀŝƚćƚĂůƐƐƚƌƵŬƚƵƌŝĞƌĞŶĚĞƌ,ĂďŝƚĂƚĨĂŬƚŽƌĚĞƐDĂŬƌŽnjŽŽďĞŶƚŚŽƐ ŝŶ^ĞĞŶ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ ϯϱϯ ϰ͘Ϯ>ŽŶŐŝƚƵĚŝŶĂůĞ^ƉŝƌĂůĞŶʹ^ƚŽĨĨƌĞƚĞŶƚŝŽŶŝŶ&ůŝĞƘŐĞǁćƐƐĞƌŶ ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ ϯϱϱ ϰ͘ϯĞŶƚŚŝƐĐŚͲƉĞůĂŐŝƐĐŚĞ<ŽƉƉůƵŶŐĂůƐ^ĐŚůƺƐƐĞůĨĂŬƚŽƌĨƺƌŵŝŬƌŽďŝĞůůĞ^ƚŽĨĨ ƵŵƐĞƚnjƵŶŐĞŶŝŶ&ůƺƐƐĞŶ ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ ϯϱϴ ϰ͘ϰsŽŵŝŶnjƵŐƐŐĞďŝĞƚnjƵŵDŝŬƌŽŚĂďŝƚĂƚʹĂŶƚŚƌŽƉŽŐĞŶĞ<ĂƐŬĂĚĞŶǁŝƌŬƵŶŐĞŶ ŝŶ'ĞǁćƐƐĞƌŶ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ ϯϲϭ
ϱ͘ ƵƐĂŵŵĞŶĨĂƐƐƵŶŐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ ϯϲϲ
ϲ͘ >ŝƚĞƌĂƚƵƌ ϯϲϴ +DELOLWDWLRQVVFKULIW0DUWLQ3XVFK BBBBBBBBBBBBBBBBBBBBBBBBBBBBB ϭ͘ŝŶůĞŝƚƵŶŐ ϭ͘ϭtŝƐƐĞŶƐĐŚĂĨƚůŝĐŚĞƐ/ŶƚĞƌĞƐƐĞĂŶĚĞƌƂŬŽůŽŐŝƐĐŚĞŶ<ŽŶŶĞŬƚŝǀŝƚćƚǀŽŶ'ĞǁćƐƐĞƌŶ ŝĞĨĞƐƚĞ>ĂŶĚŽďĞƌĨůćĐŚĞĚĞƌƌĚĞŝƐƚŶƵƌĂƵĨǁĞŶŝŐĞŶWƌŽnjĞŶƚĚĞƌ&ůćĐŚĞǀŽŶŝŶŶĞŶŐĞǁćƐƐĞƌŶ ďĞĚĞĐŬƚ͕ĚĂǀŽŶĂƵĨϭ͕ϵйǀŽŶ^ƺƘǁĂƐƐĞƌƐĞĞŶхϭŚĂ͕ĞŶƚƐƉƌĞĐŚĞŶĚĞŝŶĞƌ&ůćĐŚĞǀŽŶĐĂ͘Ϯ͕ϴϬ Ϯ DŝůůŝŽŶĞŶŬŵ ;>,EZΘP>>ϮϬϬϰͿ͕ƵŶĚŶƵƌĂƵĨϬ͕ϮϰйǀŽŶ&ůŝĞƘŐĞǁćƐƐĞƌŶŵŝƚĞŝŶĞŵŵŝƚƚůĞƌĞŵ ϯ Ϯ ďĨůƵƐƐ х ϭ ŵ ͬƐ͕ ĞŶƚƐƉƌĞĐŚĞŶĚ ĞŝŶĞƌ &ůćĐŚĞ ǀŽŶ ĐĂ͘ ϯϲϬ ϬϬϬ Ŭŵ ;>,EZ Ğƚ Ăů͘ ϮϬϭϭͿ͘ ŝĞ &ůŝĞƘŐĞǁćƐƐĞƌĞƌƐƚƌĞĐŬĞŶƐŝĐŚĂůůĞƌĚŝŶŐƐƺďĞƌĞŝŶĞ'ĞƐĂŵƚůćŶŐĞǀŽŶϳ͕ϱϲDŝůůŝŽŶĞŶ<ŝůŽŵĞƚĞƌŶ͕ ĞŶƚƐƉƌĞĐŚĞŶĚĚĞŵϭϴϵͲĨĂĐŚĞŶĚĞƐƌĚƵŵĨĂŶŐƐ͘ĞŝŝŶďĞnjŝĞŚƵŶŐĚĞƌŬůĞŝŶĞƌĞŶ&ůŝĞƘŐĞǁćƐƐĞƌ ǁƺƌĚĞĚŝĞƐĞ>ćŶŐĞŶĂďƐĐŚćƚnjƵŶŐŶŽĐŚƵŵĞŝŶDĞŚƌĨĂĐŚĞƐƐƚĞŝŐĞŶ͘ dƌŽƚnjŝŚƌĞƐŐĞƌŝŶŐĞŶŶƚĞŝůƐĂŶĚĞƌ>ĂŶĚŽďĞƌĨůćĐŚĞŚĂďĞŶ'ĞǁćƐƐĞƌŶŝĐŚƚŶƵƌǀĞƌŵƵƚůŝĐŚŝŶĚĞƌ ǀŽůƵƚŝŽŶ ĚĞƐ DĞŶƐĐŚĞŶ ;nj͘͘ sZ,'E Ğƚ Ăů͘ ϮϬϬϳ͕ E/D/d ϮϬϭϬͿ ƐŽŶĚĞƌŶ ĂƵĐŚ ďĞŝ ĚĞƌ ŶƚǁŝĐŬůƵŶŐĚĞƌŵĞŶƐĐŚůŝĐŚĞŶŝǀŝůŝƐĂƚŝŽŶĞŝŶĞ^ĐŚůƺƐƐĞůƌŽůůĞŐĞƐƉŝĞůƚ͕ĚĂ&ůƵƐƐůĂŶĚƐĐŚĂĨƚĞŶƵŶĚ ^ĞĞƵĨĞƌĚĞŵDĞŶƐĐŚĞŶĞŝŶĞZĞŝŚĞŐƌƵŶĚůĞŐĞŶĚĞƌPŬŽƐLJƐƚĞŵůĞŝƐƚƵŶŐĞŶnjƵƌsĞƌĨƺŐƵŶŐƐƚĞůůĞŶ ;D/>>E/hD K^z^dD ^^^^DEd ϮϬϬϯͿ͘ ƵĐŚ ŚĞƵƚĞ ůĞďƚ ŵĞŚƌ ĂůƐ ĚŝĞ ,ćůĨƚĞ ĚĞƌ tĞůƚͲ ďĞǀƂůŬĞƌƵŶŐŝŶĞŝŶĞƌŶƚĨĞƌŶƵŶŐǀŽŶǁĞŶŝŐĞƌĂůƐϯŬŵǀŽŵŶćĐŚƐƚĞŶŝŶŶĞŶŐĞǁćƐƐĞƌ͕ƵŶĚŶƵƌ ϭϬйůĞďĞŶǁĞŝƚĞƌĂůƐϭϬŬŵĚĂǀŽŶĞŶƚĨĞƌŶƚ;
ŶƚƐƉƌĞĐŚĞŶĚĚĞƌ ͣ>ŽŐŝŬ ĚĞƌ &ŽƌƐĐŚƵŶŐ͞ ;WKWWZ ϭϵϯϱͿ ǁŝƌĚĚƵƌĐŚ ƐŽůĐŚĞ ŬŽŵƉĞƚŝƚŝǀĞ͕ŚLJƉŽͲ ƚŚĞƐĞŶŐĞůĞŝƚĞƚĞ,ĞƌĂŶŐĞŚĞŶƐǁĞŝƐĞĞŝŶĞtŝƐƐĞŶƐĐŚĂĨƚĞŝŶĞƌƐĞŝƚƐŵŝƚŚŽŚĞŵƌŬĞŶŶƚŶŝƐŐĞǁŝŶŶ ǁĞŝƚĞƌĞŶƚǁŝĐŬĞůƚ͘ ŶĚĞƌĞƌƐĞŝƚƐ ďĞƐƚĞŚƚ ĚĂďĞŝ ũĞĚŽĐŚ ŬĞŝŶ ŶƐƉƌƵĐŚ͕ ĚĂƐƐ ĚŝĞ ŐĞƚĞƐƚĞƚĞŶ dŚĞŽƌŝĞŶĚŝĞEĂƚƵƌƉŚćŶŽŵĞŶĞƌĞĂůĂďďŝůĚĞŶ͕ĚĂĞŝŶĞƌƐĞŝƚƐĚŝĞŝŶĚƵŬƚŝǀĞdŚĞŽƌŝĞďŝůĚƵŶŐĚƵƌĐŚ njĞŝƚďĞĚŝŶŐƚĞ WĂƌĂĚŝŐŵĞŶ ƵŶĚ ŵĞƚŚŽĚŝƐĐŚĞ ZĞƐƚƌŝŬƚŝŽŶĞŶ ďĞƐĐŚƌćŶŬƚƐĞŝŶŬĂŶŶ͕ƵŶĚĂŶĚĞƌĞƌͲ ƐĞŝƚƐ ŝŚƌĞ 'ƺůƚŝŐŬĞŝƚ ĚƵƌĐŚ džƉĞƌŝŵĞŶƚĞ ĚĞĚƵŬƚŝǀ ŶƵƌ ǁŝĚĞƌůĞŐƚ͕ ĂďĞƌ ŶŝĐŚƚ ǀĞƌĂůůŐĞŵĞŝŶĞƌŶĚ ďĞƐƚćƚŝŐƚ ǁĞƌĚĞŶ ŬƂŶŶĞŶ͘ tĞƌĚĞŶ ƐŽůĐŚĞ ĞƐĐŚƌćŶŬƵŶŐĞŶ ĚĞƌ dŚĞŽƌŝĞďŝůĚƵŶŐ ƺďĞƌǁƵŶĚĞŶ͕ ŬĂŶŶĞƐŝŶĚĞƌtŝƐƐĞŶƐĐŚĂĨƚnjƵͣZĞǀŽůƵƚŝŽŶĞŶ͞;
+DELOLWDWLRQVVFKLIW0DUWLQ3XVFKBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB ĐŽŶŶĞĐƚĞĚ Žƌ ƐƉĂƚŝĂůůLJ ĐŽŶƚŝŶƵŽƵƐ Ă ĐŽƌƌŝĚŽƌ͕ ŶĞƚǁŽƌŬ͕ Žƌ ŵĂƚƌŝdž ŝƐ͟ ;&KZDEϭϵϵϱͿƵŶĚǁŝƌĚ ĂƵĐŚ ĂƵĨ ^ƚŽĨĨůƵdžĞ ŽŚŶĞ /ŶƚĞƌĂŬƚŝŽŶ ŵŝƚ <ŽŶƐƵŵĞŶƚĞŶ ĂŶŐĞǁĞŶĚĞƚ ;DKZEĞƚĂů͘ϭϵϵϵ͕ D^^/Kdd Θ &ZEdd ϮϬϭϭͿ͘ PŬŽůŽŐŝƐĐŚĞ <ŽŶŶĞŬƚŝǀŝƚćƚ ŝŶ ĞŝŶĞŵ >ĂŶĚƐĐŚĂĨƚƐĂƵƐƐĐŚŶŝƚƚ ŬĂŶŶ ƋƵĂŶƚŝĨŝnjŝĞƌƚǁĞƌĚĞŶnj͘͘ŵŝƚƚĞůƐĚĞƌŶĂůŽŐŝĞĚĞƐ^ƚƌŽŵŬƌĞŝƐůĂƵĨƐ;DZĞƚĂů͘ϮϬϬϴͿ͘ ^ĞŝƚĚĞƌŶƚǁŝĐŬůƵŶŐĚĞƐ<ŽŶnjĞƉƚƐĚĞƌ<ŽŶŶĞŬƚŝǀŝƚćƚǁƵƌĚĞŵŝƚŚŝůĨĞ ĚĞƌ ŶƵŶ ďĞƐƚĞŚĞŶĚĞŶ DƂŐůŝĐŚŬĞŝƚĞŶ njƵƌ hŶƚĞƌƐƵĐŚƵŶŐ ƂŬŽůŽŐŝƐĐŚĞƌ &ƵŶŬƚŝŽŶĞŶ ƵŶĚ ^ƚŽĨĨĨůƵdžĞ ŝŶ 'ĞǁćƐƐĞƌŶ ŶĂĐŚŐĞǁŝĞƐĞŶ͕ĚĂƐƐĚŝĞ/ŶƚĞŶƐŝƚćƚĚĞƌƂŬŽůŽŐŝƐĐŚĞŶ<ŽŶŶĞŬƚŝǀŝƚćƚǀŽŶ<ŽŵƉŽŶĞŶƚĞŶŝŶŶĞƌŚĂůď ǀŽŶ PŬŽƐLJƐƚĞŵĞŶ ƐƚĂƌŬ ǀĂƌŝŝĞƌĞŶ ŬĂŶŶ͕ ƵŶĚ ĂŶĚĞƌĞƌƐĞŝƚƐ ĚŝĞ <ŽŶŶĞŬƚŝǀŝƚćƚ ŵŝƚ ďĞŶĂĐŚďĂƌƚĞŶ PŬŽƐLJƐƚĞŵĞŶ ĚĞƵƚůŝĐŚ ŝŶƚĞŶƐŝǀĞƌ ŝƐƚ ĂůƐ ďŝƐŚĞƌ ĂŶŐĞŶŽŵŵĞŶ͘ ŝĞƐ Őŝůƚ ŝŶƐďĞƐŽŶĚĞƌĞ Ĩƺƌ ĚŝĞ &ůŝĞƘŐĞǁćƐƐĞƌĂůƐƌĞůĂƚŝǀͣŽĨĨĞŶĞ͞'ĞǁćƐƐĞƌƂŬŽƐLJƐƚĞŵĞ;nj͘͘^dE&KZΘtZϭϵϵϯͿ͕ĂďĞƌĂƵĐŚ Ĩƺƌ^ĞĞŶ;^,/E>ZĞƚĂů͘ϭϵϵϲ͕WK>/^ĞƚĂů͘ϭϵϵϳ͕Wh^,ĞƚĂů͘ϭϵϵϴ͕DKZK^ Θ KZEddϮϬϬϮ͕ ^,/E>Z Θ ^,hZ>> ϮϬϬϮ͕ sKEKhZ Ğƚ Ăů͘ ϮϬϬϮ͕ sEZ EE Θ sKEKhZ ϮϬϬϮ͕ E/DE Ğƚ Ăů͘ ϮϬϬϱͿ͘ /ŶƐďĞƐŽŶĚĞƌĞ ĚŝĞ ^ƚĂďŝůŝƐŽƚŽƉĞŶŵĞƚŚŽĚĞ njƵƌ ƵĨŬůćƌƵŶŐ ǀŽŶ EĂŚƌƵŶŐƐͲ ŶĞƚnjĞŶ ĞƌďƌĂĐŚƚĞ ŚŝĞƌďĞŝ ƺďĞƌƌĂƐĐŚĞŶĚĞ ŶĞƵĞ ĞĨƵŶĚĞ͘ ŝĞ ŶnjĂŚůĚĞƌǁŝƐƐĞŶƐĐŚĂĨƚůŝĐŚĞŶ WƵďůŝŬĂƚŝŽŶĞŶnjƵƌ<ŽŶŶĞŬƚŝǀŝƚćƚǀŽŶ&ůƺƐƐĞŶƵŶĚ^ĞĞŶŶĂŚŵƐĞŝƚŚĞƌƐƚĂƌŬnjƵ;ďď͘ϭͿ͘ ďď͘ϭ͗ :ćŚƌůŝĐŚĞŶnjĂŚů ĚĞƌ ĞƌƐĐŚŝĞŶĞŶĞŶ ǁŝƐͲ &RQQHFWLYLW\ 5LYHU ƐĞŶƐĐŚĂĨƚůŝĐŚĞŶ WƵďůŝŬĂͲ ƚŝŽŶĞŶ njƵ ĚĞŶ ^ƚŝĐŚͲ &RQQHFWLYLW\ /DNH ǁŽƌƚŬŽŵďŝŶĂƚŝŽŶĞŶ ͣĐŽŶŶĞĐƚŝǀŝƚLJ Θ ƌŝǀĞƌ͞ ƐŽǁŝĞ ͣĐŽŶŶĞĐƚŝǀŝƚLJ Θ ůĂŬĞ͞ ƺďĞƌ ĚŝĞ ǀĞƌŐĂŶͲ ŐĞŶĞŶ ϭϬ :ĂŚƌĞ ;YƵĞůůĞ͗
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PŬŽƐLJƐƚĞŵĞ ƐŝŶĚ ƉĞƌ ĚĞĨŝŶŝƚŝŽŶĞŵ ƵƐƐĐŚŶŝƚƚĞ ĚĞƌ ďĞůĞďƚĞŶ EĂƚƵƌ͕ ĂŶ ĚĞŶĞŶ ƐŝĐŚ ŝŶ ĚĞƌ njĞŝƚůŝĐŚĞŶŝŵĞŶƐŝŽŶĚŝĞLJŬůĞŶĚĞƌEćŚƌƐƚŽĨĨŬƌĞŝƐůćƵĨĞƺďĞƌĚŝĞsĞƌďŝŶĚƵŶŐĞŶĚĞƌEĂŚƌƵŶŐƐͲ ŶĞƚnjĞŵŝƚĚĞƌKŶƚŽŐĞŶĞƐĞĚĞƌĚŽƌƚůĞďĞŶĚĞŶKƌŐĂŶŝƐŵĞŶǀŝĞůĨĂĐŚǀĞƌƐĐŚƌćŶŬĞŶ͕ǁŽďĞŝĚŝĞƌƚ ƵŶĚƵƐĚĞŚŶƵŶŐĚĞƌ<ŽŶƚĂŬƚĨůćĐŚĞŶnjǁŝƐĐŚĞŶEćŚƌƐƚŽĨĨŬƌĞŝƐůćƵĨĞŶŵŝƚĚĞŶ>ĞďĞŶƐnjLJŬůĞŶĂƵĨ ůćŶŐĞƌĞ^ŝĐŚƚĞŝŶĞƌŐĞƌŝĐŚƚĞƚĞŶsĞƌćŶĚĞƌƵŶŐĚƵƌĐŚĚŝĞǀŽůƵƚŝŽŶƵŶƚĞƌůŝĞŐĞŶ͘ĂďĞŝǁĞƌĚĞŶŝŶ 'ĞǁćƐƐĞƌŶ EćŚƌƐƚŽĨĨĞ ǁĞŐĞŶ ĚĞƌ ŐĞƌŝŶŐ ĂƵƐŐĞďŝůĚĞƚĞŶ ƉĨůĂŶnjůŝĐŚĞŶ ^ƚƺƚnjƐƚŽĨĨĞ ƵŶĚ ĚĞƌ ŝŶ >ƂƐƵŶŐďĞƐƐĞƌĞŶsĞƌĨƺŐďĂƌŬĞŝƚƐĐŚŶĞůůĞƌƌĞnjLJŬůŝĞƌƚĂůƐŝŵƚĞƌƌĞƐƚƌŝƐĐŚĞŶĞƌĞŝĐŚ;^,hZ/EĞƚĂů͘ ϮϬϬϲͿ͘ ŝĞ EćŚƌƐƚŽĨĨŬƌĞŝƐůćƵĨĞ ƐŝŶĚ ĂůůĞƌĚŝŶŐƐ ƵŶǀŽůůŬŽŵŵĞŶ͕ ĚĂ ŶƚĞŝů ĚĂǀŽŶ ƐƚćŶĚŝŐ ĚƵƌĐŚ ƉĞƌŵĂŶĞŶƚĞ^ĞĚŝŵĞŶƚĂƚŝŽŶŽĚĞƌƵƐǁĂƐĐŚƵŶŐǀĞƌůŽƌĞŶŐĞŚĞŶ;KhDϭϵϱϵͿ͘ ĂŚĞƌŚćŶŐƚĚŝĞWĞƌƐŝƐƚĞŶnjǀŽŶĂƋƵĂƚŝƐĐŚĞŶ>ĞďĞŶƐŐĞŵĞŝŶƐĐŚĂĨƚĞŶǀŽŵƐƚćŶĚŝŐĞŶŝŶƚƌĂŐǀŽŶ ĂŶŽƌŐĂŶŝƐĐŚĞŶ EćŚƌƐƚŽĨĨĞŶ ĂƵƐ ĚĞŵ ƚĞƌƌĞƐƚƌŝƐĐŚĞŶ hŵůĂŶĚ Ăď ;ǀŐů͘ ,KtZd, Ğƚ Ăů͘ ϭϵϵϲ͕
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ďď͘ Ϯ͗ &ĂĐŚůŝĐŚĞ KƌŐĂŶŝƐĂƚŝŽŶ ĚĞƐ ŵƵůƚŝĚŝƐnjŝƉůŝŶćƌĞŶ͕ ǀŽŵ ,ĂďŝůŝƚĂŶĚĞŶ ŬŽŶnjŝƉŝĞƌƚĞŶ ƵŶĚ ŐĞůĞŝƚĞƚĞŶ sĞƌďƵŶĚͲ ƉƌŽũĞŬƚƐ ͣ^ƚƌƵŬƚƵƌŐĞďƵŶĚĞŶĞƌ ^ƚŽĨĨƵŵͲ ƐĂƚnj ƵŶĚ ,ĂďŝƚĂƚƐƚƌƵŬƚƵƌ ŝŶ ĚĞƌ ůďĞ͞ ŝŶŶĞƌŚĂůď ĚĞƐ D&Ͳ&ŽƌƐĐŚƵŶŐƐƉƌŽͲ ŐƌĂŵŵƐ ͣůďĞͲPŬŽůŽŐŝĞ͘͞ ŝĞ &ĞůĚƵŶƚĞƌͲ ƐƵĐŚƵŶŐĞŶnjƵKƌŐĂŶŝƐŵĞŶƵŶĚWƌŽnjĞƐƐĞŶ ŝŵ ,LJƉŽƌŚĞĂů ;ƐŽǁŝĞWĂƌĂĨůƵǀŝĂůͿ͕ njĞŶƚƌĂͲ ůĞŶ ƵŶĚ ůŝƚŽƌĂůĞŶ ĞŶƚŚĂů ƐŽǁŝĞ ŝŵ WĞůĂŐŝĂů ĚŝĞŶƚĞŶ ŶŝĐŚƚ ŶƵƌ ĚĞƌ ĨĂĐŚƐƉĞnjŝͲ ĨŝƐĐŚĞŶ ƵƐǁĞƌƚƵŶŐ͕ ƐŽŶĚĞƌŶ ĂƵĐŚ njƵƌ ;tĞŝƚĞƌͲͿŶƚǁŝĐŬůƵŶŐ ǀŽŶ DŽĚĞůůŝĞƌƵŶŐƐͲ ĂŶƐćƚnjĞŶƵŶĚĞŝŶĞƐƂŬŽůŽŐŝƐĐŚĞŶ>ĞŝƚďŝůĚƐ ĚĞƌůďĞ͘
PŬŽůŽŐŝƐĐŚĞ &ƵŶŬƚŝŽŶĞŶ ŝŵ ĞŶƚŚĂů ŐƌƂƘĞƌĞƌ &ůŝĞƘŐĞǁćƐƐĞƌ ǁŝĞ ^ƉƌĞĞ ŽĚĞƌ ůďĞ ƐŝŶĚ ǁŝƐƐĞŶƐĐŚĂĨƚůŝĐŚ ǁĞŶŝŐƵŶƚĞƌƐƵĐŚƚ͕ ĚĂ ĚŝĞ ŵĞƚŚŽĚŝƐĐŚĞ ^ĐŚǁŝĞƌŝŐŬĞŝƚ ďĞƐƚĞŚƚ͕ ĚĂƐ ŝŶ ĞƌŚĞďůŝͲ ĐŚĞƌtĂƐƐĞƌƚŝĞĨĞʹďĞŝƐƚĂƌŬĞƌmďĞƌƐƚƌƂŵƵŶŐʹůŝĞŐĞŶĚĞĞŶƚŚĂůƵŶĚ,LJƉŽƌŚĞĂůǀĞƌůćƐƐůŝĐŚnjƵ ďĞƉƌŽďĞŶ͘ ŝĞƐĞ ŵĞƚŚŽĚŝƐĐŚĞ ,ƺƌĚĞ ǁƵƌĚĞ ʹ ƐŽǁĞŝƚ ĞƌĨŽƌĚĞƌůŝĐŚ ʹĚƵƌĐŚĚĞŶŝŶƐĂƚnjǀŽŶ dĂƵĐŚĞƌŶ ;Ě^ƉƌĞĞͿ ďnjǁ͘ ĞŝŶĞƐ dĂƵĐŚĞƌƐĐŚĂĐŚƚƐĐŚŝĨĨƐ ;ůďĞͿ ŐĞůƂƐƚ͘ ŝĞ ƌŐĞďŶŝƐƐĞ ǁƵƌĚĞŶ ŝŶ njǁĞŝDŽŶŽŐƌĂƉŚŝĞŶũĞǁĞŝůƐƐLJŶŽƉƚŝƐĐŚĚĂƌŐĞƐƚĞůůƚ;
ZĞƚĂů͘ϮϬϬϮ͕Wh^,Θ&/^,ZϮϬϬϲͿ͘ +DELOLWDWLRQVVFKLIW0DUWLQ3XVFKBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB ϭ͘ϮsĞƌƚŝŬĂůĞ<ŽŶŶĞŬƚŝǀŝƚćƚŝŶ&ůŝĞƘŐĞǁćƐƐĞƌŶ ƵĨŐƌƵŶĚĚĞƐƐƚćŶĚŝŐĞŶƵŶŝĚŝƌĞŬƚŝŽŶĂůĞŶtĂƐƐĞƌƚƌĂŶƐƉŽƌƚƐŝƐƚĚĞƌƵƌĐŚƐĂƚnjǀŽŶďŝŽůŽŐŝƐĐŚĞŶ ZĞƐƐŽƵƌĐĞŶĚƵƌĐŚ&ůŝĞƘŐĞǁćƐƐĞƌƐLJƐƚĞŵĞďĞƐŽŶĚĞƌƐŚŽĐŚ͘ŝĞƵƐďŝůĚƵŶŐĚĞƌŝŽnjƂŶŽƐĞŶŚćŶŐƚ ƐŽŵŝƚĞŶƚƐĐŚĞŝĚĞŶĚǀŽŶĚĞƌǀĞƌƚŝŬĂůĞŶ<ŽŶŶĞŬƚŝǀŝƚćƚ͕ŝŶƐďĞƐŽŶĚĞƌĞĚĞƌƉĞůĂŐŝƐĐŚͲďĞŶƚŚŝƐĐŚĞŶ <ŽƉƉůƵŶŐ njǁŝƐĐŚĞŶ ĚĞŵ ƐƚƌƂŵĞŶĚĞŶ &ƌĞŝǁĂƐƐĞƌ ƵŶĚ ĚĞŵ ƌĞůĂƚŝǀ ŽƌƚƐƐƚĂďŝůĞŶ ĞŶƚŚĂů Ăď ;EtK>ĞƚĂů͘ϭϵϴϮͿ͘ŝĞŶĂůLJƐĞĚĞƌ&ƌĂĐŚƚƵŶĚEƵƚnjƵŶŐǀŽŶŽƌŐĂŶŝƐĐŚĞŵDĂƚĞƌŝĂůŝŶĞŝŶĞŵ &ůŝĞƘŐĞǁćƐƐĞƌĂďƐĐŚŶŝƚƚ ĞƌůĂƵďƚ ƐŽŵŝƚ ŐƌƵŶĚůĞŐĞŶĚĞ ŝŶďůŝĐŬĞ ŝŶ ĚŝĞ &ƵŶŬƚŝŽŶĂůŝƚćƚ ĞŝŶĞƐ &ůŝĞƘŐĞǁćƐƐĞƌƂŬŽƐLJƐƚĞŵƐ;&/^,Zϭϵϳϳ͕Wh^,Θ^,tKZ>ϭϵϵϰ͕t^dZΘDzZϭϵϵϳ͕Wh^, ϭϵϵϲͿďnjǁ͘ĚĞƐƐĞŶĨƵŶŬƚŝŽŶĂůĞsĞƌćŶĚĞƌƵŶŐĚƵƌĐŚĂŶƚŚƌŽƉŽŐĞŶĞĞůĂƐƚƵŶŐĞŶ;nj͘͘s/dKh^<Ğƚ Ăů͘ϭϵϵϳͿ͘ĂZĞƐƐŽƵƌĐĞŶ͕ĚŝĞǀŽŶŝŽnjƂŶŽƐĞŶŝŵKďĞƌůĂƵĨŐĞŶƵƚnjƚǁĞƌĚĞŶ͕njƵŶćĐŚƐƚŶŝĐŚƚnjƵ ĚĞŶ ƐƚƌŽŵĂď ůĞďĞŶĚĞŶ ŝŽnjƂŶŽƐĞŶ ƚƌĂŶƐƉŽƌƚŝĞƌƚ ǁĞƌĚĞŶ ƵŶĚ ǀŽŶ ĚŝĞƐĞŶ ŐĞŶƵƚnjƚ ǁĞƌĚĞŶ ŬƂŶŶĞŶ͕ ďĞĞŝŶĨůƵƐƐƚ ĚŝĞ ǀĞƌƚŝŬĂůĞ <ŽŶŶĞŬƚŝǀŝƚćƚ ĂƵĐŚ ĚŝĞ ůŽŶŐŝƚƵĚŝŶĂůĞ <ŽŶŶĞŬƚŝǀŝƚćƚ njǁŝƐĐŚĞŶ &ůƵƐƐĂďƐĐŚŶŝƚƚĞŶŝŶŶĞƌŚĂůďĞŝŶĞƐ&ůƵƐƐƐLJƐƚĞŵƐ;sEEKdĞƚĂů͘ϭϵϴϬͿ͕ƐŽǁŝĞĚŝĞĞĚĞƵƚƵŶŐǀŽŶ ŝƐŬŽŶƚŝŶƵŝƚćƚĞŶĚĂƌŝŶ;tZΘ^dE&KZϭϵϴϯͿ͘ ŝĞ ǀĞƌƚŝŬĂůĞ <ŽŶŶĞŬƚŝǀŝƚćƚ ŬĂŶŶ ĞdžƉĞƌŝŵĞŶƚĞůů ĂŶŶćŚĞƌŶĚ ďĞƐƚŝŵŵƚ ǁĞƌĚĞŶ ĚƵƌĐŚ ƵŐĂďĞ ůŝŵŝƚŝĞƌĞŶĚĞƌ ^ƚŽĨĨĞ ;ĚĚŝƚŝŽŶƐĞdžƉĞƌŝŵĞŶƚĞͿ Ğǀƚů͘ njƵƐĂŵŵĞŶ ŵŝƚ ŶŝĐŚƚ ƌĞĂŬƚŝǀĞŶ dƌĂĐĞƌŶ͕ ǁŽĚƵƌĐŚƂƌƚůŝĐŚ͕ ƋƵĂŶƚŝƚĂƚŝǀ ƵŶĚ ƋƵĂůŝƚĂƚŝǀ ŐƵƚĚĞĨŝŶŝĞƌƚĞ ^ƚŽĨĨƋƵĞůůĞŶ ĞƌnjĞƵŐƚ ǁĞƌĚĞŶ͕ ĚĞƌĞŶ ZĞƚĞŶƚŝŽŶ ƵŶĚ ŐĞŐĞďĞŶĞŶĨĂůůƐ ǁĞŝƚĞƌĞ EƵƚnjƵŶŐ ĚƵƌĐŚ ĚĂƐ EĂŚƌƵŶŐƐŶĞƚnj ĚĂŶŶ ƋƵĂŶƚŝƚĂƚŝǀ ǀĞƌĨŽůŐƚ ǁĞƌĚĞŶ ŬĂŶŶ ;WzE Ğƚ Ăů͘ ϮϬϬϱͿ͘ ŝĞ ǀĞƌƚŝŬĂůĞ <ŽŶŶĞŬƚŝǀŝƚćƚ njǁŝƐĐŚĞŶ WĞůĂŐŝĂů ƵŶĚ ĞŶƚŚĂů ǁƵƌĚĞ ƐŽŵŝƚ Ĩƺƌ &ůŝĞƘŐĞǁćƐƐĞƌ ŵŝƚƚĞůƐ ĚĞƌ ͣEćŚƌƐƚŽĨĨƐƉŝƌĂůĞŶŬŽŶnjĞƉƚ͞ ƚŚĞŽƌĞƚŝƐĐŚ ŐĞĨĂƐƐƚƵŶĚ ƉĂƌĂŵĞƚĞƌŝƐŝĞƌƚ ;^ƉŝƌĂůůŝŶŐ ĐŽŶĐĞƉƚ͖ t^dZ Θ WddE ϭϵϳϵ͕EtK> Ğƚ Ăů͘ ϭϵϴϭ͕ ϭϵϵϮ͕ >tKK Ğƚ Ăů͘ ϭϵϴϯͿ͘ 'ĞŵćƘ ĚŝĞƐĞƌ dŚĞŽƌŝĞ ŝŶƚĞƌĂŐŝĞƌĞŶ ŝŶ &ůŝĞƘŐĞǁćƐƐĞƌƐLJƐƚĞŵĞŶ ĚĂƐ ĨůŝĞƘĞŶĚĞ tĂƐƐĞƌ ĂůƐ ĚŝĞ dƌĂŶƉŽƌƚƉŚĂƐĞ ƵŶĚ ĚĂƐ ĞŶƚŚĂů ĂůƐ ĚŝĞ ĨĞƐƚĞ WŚĂƐĞ ŝŶ ĐŚĂƌĂŬƚĞƌŝƐƚŝƐĐŚĞƌtĞŝƐĞ;,ZszΘt'EZϮϬϬϬͿ͕ŝŶĚĞŵƐƵƐƉĞŶĚŝĞƌƚŽĚĞƌŐĞůƂƐƚƚƌĂŶƐƉŽƌƚŝĞƌƚĞ dĞŝůĐŚĞŶĚƵƌĐŚĚŝǀĞƌƐĞZĞƚĞŶƚŝŽŶƐǀŽƌŐćŶŐĞŵŝƚĞŝŶĞƌďĞƐƚŝŵŵƚĞŶtĂŚƌƐĐŚĞŝŶůŝĐŚŬĞŝƚƵŶĚZĂƚĞ ŝŵĞŶƚŚĂůnjƵƌƺĐŬŐĞŚĂůƚĞŶƵŶĚĚĂŵŝƚĂƵƐĚĞŵĨůŝĞƘĞŶĚĞŶtĂƐƐĞƌĞŶƚĨĞƌŶƚǁĞƌĚĞŶ;,ZEdΘ KW/dϭϵϵϵ͕
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Z ϭϵϵϰ͕ ZzEK>^ Θ ^z ϭϵϵϲͿ͕ ĚĂƐ ĞŝŶĞ ǁĞƌƚǀŽůůĞ ƉŽƚĞŶƚŝĞůůĞ EĂŚƌƵŶŐƐƋƵĞůůĞ Ĩƺƌ ĚĂƐ EĂŚƌƵŶŐƐŶĞƚnj ŝŶ ƐŽůĐŚĞŶ &ůƵƐƐĂďƐĐŚŶŝƚƚĞŶ ĚĂƌƐƚĞůůƚ͘ ůůĞƌĚŝŶŐƐ ǁŝƌĚ ĚŝĞ ĂƵƚŽĐŚƚŚŽŶĞ WƌŝŵćƌƉƌŽĚƵŬƚŝŽŶ ŝŶ ĚĞŶ DŝƚƚĞůͲ ůćƵĨĞŶĂŶĚĞƌĞƌ&ůƵƐƐƚLJƉĞŶǀŽŶďĞŶƚŚŝƐĐŚĞŶDĂŬƌŽƉŚLJƚĞŶďĞƐƚŝŵŵƚ;ǀŐů͘KhDϭϵϱϲ͕>DZd/Θ ^d/EDEϭϵϵϳͿ͕ĚŝĞĂƵĨĚŝƌĞŬƚĞŵtĞŐŶƵƌŝŶŐĞƌŝŶŐĞŵhŵĨĂŶŐǀŽŶĂƋƵĂƚŝƐĐŚĞŶKƌŐĂŶŝƐŵĞŶ ĂƵĨŐĞŶŽŵŵĞŶǁĞƌĚĞŶ;ZWEdZΘ>K'ϭϵϴϲͿ͘ ĂƐ &ůƵƐƐƉƌŽĚƵŬƚŝŽŶƐŵŽĚĞůů ;ƌŝǀĞƌŝŶĞ ƉƌŽĚƵĐƚŝǀŝƚLJ ŵŽĚĞůͿ ďĞŚĂƵƉƚĞƚ͕ ĚĂƐƐ ƐŝĐŚ ĚŝĞ EĂŚƌƵŶŐƐͲ ƋƵĞůůĞŶ ĚĞƌ ŵŝŬƌŽďŝĞůůĞŶ ^ĐŚůĞŝĨĞ ;ŵŝĐƌŽďŝĂů ůŽŽƉͿ ƵŶĚ ĚĞƐ ŵĞƚĂnjŽŝƐĐŚĞŶ EĂŚƌƵŶŐƐŶĞƚnjĞƐ ŝŶ ŐƌŽƘĞŶ &ůƺƐƐĞŶ ĚĞƵƚůŝĐŚ ƵŶƚĞƌƐĐŚĞŝĚĞŶ͘ ĂďĞŝ ƐŽůů ĚŝĞ ŵĞƚĂnjŽŝƐĐŚĞ ŝŽŵĂƐƐĞƉƌŽĚƵŬƚŝŽŶ ƺďĞƌǁŝĞŐĞŶĚ ĂƵĨ ĂƵƚŽĐŚƚŚŽŶĞƌ WƌŽĚƵŬƚŝŽŶ ďĞƌƵŚĞŶ ;d,KZW Θ >KE' ϭϵϵϰ͕ ϮϬϬϮ͕ >KE' Θ d,KZW ϮϬϬϲ͕ ƐŝĞŚĞ ĂƵĐŚ ,D/>dKE Ğƚ Ăů͘ ϭϵϵϮ͕ &KZ^Z' Ğƚ Ăů͘ ϭϵϵϯ͕ >t/^ Ğƚ Ăů͘ ϮϬϬϭ njƵ ƚƌŽƉŝƐĐŚĞŶ&ůƺƐƐĞŶͿ͘ŝĞƐĞŶŶĂŚŵĞďĞƌƵŚƚĂƵĨĚĞŵƵ͘Ă͘ŵŝƚƚĞůƐŶĂůLJƐĞŶĚĞƌŶĂƚƺƌůŝĐŚĞŶͲ ƵŶĚ EͲ/ƐŽƚŽƉĞ ŐĞǁŽŶŶĞŶĞŶ ĞĨƵŶĚ͕ ĚĂƐƐ ŝŶ ŐƌŽƘĞŶ &ůƺƐƐĞŶ ƚƌĂŶƐƉŽƌƚŝĞƌƚĞƐ ƉĂƌƚŝŬƵůćƌĞƐ
+DELOLWDWLRQVVFKULIW0DUWLQ3XVFK BBBBBBBBBBBBBBBBBBBBBBBBBBBBB ŽƌŐĂŶŝƐĐŚĞƐ DĂƚĞƌŝĂů ;WKDͿ ƺďĞƌǁŝĞŐĞŶĚ ĂƵƚŽĐŚƚŚŽŶĞŶ hƌƐƉƌƵŶŐƐ ŝƐƚ ;d,KZW Ğƚ Ăů͘ ϭϵϵϴ͖ >KE'ĞƚĂů͘ϮϬϬϭ<E>>ĞƚĂů͘ϮϬϬϭͿ͕ĂƵĐŚĚĂƐĂƵƐ&ůƵƐƐĂƵĞŶĞŝŶŐĞƚƌĂŐĞŶĞ;d,KZWĞƚĂů͘ϭϵϵϴ͕ ^,/DZ Ğƚ Ăů͘ ϮϬϬϭ͕ ,/EĞƚĂů͕͘ϮϬϬϯͿ͘^ĞůďƐƚǁĞŶŶĂůůŽĐŚƚŚŽŶĞƌĞƚƌŝƚƵƐǀŽŶDĞƚĂnjŽĞŶ ĂƵĨŐĞŶŽŵŵĞŶǁŝƌĚ͕ǁĞƌĚĞŶĚŝĞ/ŶŚĂůƚƐƐƚŽĨĨĞĞŶƚŚĂůƚĞŶĞƌůŐĞŶnjƵĞŝŶĞŵǁĞƐĞŶƚůŝĐŚŚƂŚĞƌĞŶ ŶƚĞŝůĂƐƐŝŵŝůŝĞƌƚ;Zh:KͲ>/DϭϵϴϲͿ͘ ůůĞƌĚŝŶŐƐ ŬŽŶnjĞŶƚƌŝĞƌƚĞŶ ƐŝĐŚ ^ƚƵĚŝĞŶ njƵƌ &ƵŶŬƚŝŽŶĂůŝƚćƚ ǀŽŶ &ůŝĞƘŐĞǁćƐƐĞƌƂŬŽƐLJƐƚĞŵĞŶ ĂƵĨ ŬůĞŝŶĞŶĂƚƵƌŶĂŚĞćĐŚĞ͕ǁćŚƌĞŶĚŶƵƌǁĞŶŝŐĞƌďĞŝƚĞŶ&ůŝĞƘŐĞǁćƐƐĞƌƵŶƚĞƌůćƵĨĞďĞƚƌĂĐŚƚĞƚĞŶ ;nj͘͘E/DEĞƚĂů͘ϭϵϴϳ͕D/E^,>>ĞƚĂů͘ϭϵϵϮͿ͘ŝĞĨƵŶŬƚŝŽŶĞůůĞPŬŽůŽŐŝĞǀŽŶ&ůƺƐƐĞŶƐŽǁŝĞǀŽŶ ĂŶƚŚƌŽƉŽŐĞŶ ƺďĞƌĨŽƌŵƚĞŶ &ůŝĞƘŐĞǁćƐƐĞƌŶ͕ ĂůƐŽ ĚŝĞ ŝŶ ĚŝĞƐĞŶ PŬŽƐLJƐƚĞŵĞŶ ĂďůĂƵĨĞŶĚĞŶ WƌŽnjĞƐƐĞƵŶĚtĞĐŚƐĞůďĞnjŝĞŚƵŶŐĞŶnjƵĚĞŶKƌŐĂŶŝƐŵĞŶ͕ŝƐƚĚĂŚĞƌĞƌƐƚ ŝŶ ũƺŶŐĞƌĞƌ Ğŝƚ ƐLJƐƚĞŵĂƚŝƐĐŚƵŶƚĞƌƐƵĐŚƚǁƵƌĚĞŶ;dŚŽƌƉĞƚĂů͘ϭϵϵϰ͕ϭϵϵϴ͕ϮϬϬϮ͕&/^,ZΘWh^,ϮϬϬϭ͕WdK> Ğƚ Ăů͘ ϮϬϬϱ͕ t/>< Ğƚ Ăů͘ ϮϬϬϱ͕ tEdE Θ :hE< ϮϬϬϲ͕ <EEz Θ dhZEZ ϮϬϭϭͿ͘ /Ŷ ĚĞƌ ǀŽƌůŝĞŐĞŶĚĞŶ ,ĂďŝůŝƚĂƚŝŽŶƐƐĐŚƌŝĨƚǁŝƌĚĚŝĞŚŽƌŝnjŽŶƚĂůĞ<ŽŶŶĞŬƚŝǀŝƚćƚ ǀŽŶ &ůĂĐŚůĂŶĚĨůƺƐƐĞŶ Ăŵ ĞŝƐƉŝĞů ǀŽŶ ^ƉƌĞĞ ƵŶĚ ůďĞ ĂƵĨ ǀĞƌƐĐŚŝĞĚĞŶĞŶ ĂŶĂůLJƚŝƐĐŚĞŶ ďĞŶĞŶ ĚĂƌŐĞƐƚĞůůƚ͘ Ɛ ǁĞƌĚĞŶ ƵƐĂŵŵĞŶŚćŶŐĞ njǁŝƐĐŚĞŶ <ŽŶŶĞŬƚŝǀŝƚćƚ ƵŶĚ ĚĞŶ ĂďůĂƵĨĞŶĚĞŶ ƂŬŽůŽŐŝƐĐŚĞŶ &ƵŶŬƚŝŽŶĞŶ ĂƵĨŐĞnjĞŝŐƚ͕ ƐŽǁŝĞ ĂƵĐŚ ŚŝŶƐŝĐŚƚůŝĐŚ ƂƌƚůŝĐŚĞƌ ^ĐŚǁĞƌƉƵŶŬƚĞ͕ ^ĂŝƐŽŶĂůŝƚćƚ ƵŶĚ /ŶƚĞŶƐŝƚćƚ͘ ŝĞ ŝůĂŶnjŝĞƌƵŶŐ ǀŽŶ ƂŬŽůŽŐŝƐĐŚĞŶ &ƵŶŬƚŝŽŶĞŶ͕ ĚĂƐ sĞƌƐƚćŶĚŶŝƐ ŝŚƌĞƌ ŚŝĞƌĂƌĐŚŝƐĐŚĞŶ ƵŶĚ ŚŽƌŝnjŽŶƚĂůĞŶsĞƌŬŶƺƉĨƵŶŐĞŶŵŝƚĂŶĚĞƌĞŶhŵǁĞůƚĨĂŬƚŽƌĞŶƵŶĚWƌŽnjĞƐƐĞŶŝƐƚŽŚŶĞĞƚƌĂĐŚƚƵŶŐ ĚĞƌƂŬŽůŽŐŝƐĐŚĞŶ<ŽŶŶĞŬƚŝǀŝƚćƚŶŝĐŚƚŵƂŐůŝĐŚ͘ Ɛ ůŝĞŐĞŶ ŝƐƚ ŚĞƵƚĞ ƐŽŵŝƚ njƵŶĞŚŵĞŶĚ ĞǀŝĚĞŶƚ͕ ĚĂƐƐ ĚŝĞ ŚŽƌŝnjŽŶƚĂůĞ <ŽŶŶĞŬƚŝǀŝƚćƚ ǀŽŶ &ůŝĞƘŐĞǁćƐƐĞƌŶŵŝƚŝŚƌĞŶ&ůƵƐƐĂƵĞŶĚŝĞƵƐƉƌćŐƵŶŐǁŝĐŚƚŝŐĞƌƂŬŽƐLJƐƚĞŵĂƌĞƌŝĞŶƐƚůĞŝƐƚƵŶŐĞŶ ǁŝĞ ,ŽĐŚǁĂƐƐĞƌƌĞƚĞŶƚŝŽŶ͕ ƌŚĂůƚ ĚĞƌ ŝŽĚŝǀĞƌƐŝƚćƚ ƵŶĚ ^ĞůďƐƚƌĞŝŶŝŐƵŶŐ ĚĞƐ 'ĞǁćƐƐĞƌƐ ǁĞƐĞŶƚůŝĐŚ ďĞƐƚŝŵŵƚ͕ ƵŶĚ &ůƵƐƐĂƵĞŶ ƐŽŵŝƚ ǁĞƐĞŶƚůŝĐŚĞ <ŽŵƉŽŶĞŶƚĞŶ ǀŽŶ &ůƵƐƐƂŬŽƐLJƐƚĞŵĞŶ ĚĂƌƐƚĞůůĞŶ ;E/DE Θ DW^ ϭϵϵϳ͕ Wh^, Ğƚ Ăů͘ ϭϵϵϴ͕ dK
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<ƌĂŶŬŚĞŝƚĞŶŽĚĞƌtĂƐƐĞƌƋƵĂůŝƚćƚͿƐLJƐƚĞŵĂƚŝƐŝĞƌƚƵŶĚŬŽŶŬƌĞƚďĞŶĂŶŶƚǁƵƌĚĞŶ;'ZKKdĞƚĂů͘ ϮϬϭϬͿ͘/ŵDŝůůĞŶŝƵŵĐŽƐLJƐƚĞŵƐƐĞƐƐŵĞŶƚZĞƉŽƌƚǁƵƌĚĞŶĂƵƘĞƌĚĞŵĂƵĐŚĚĞƌĞŐƌĂĚĂƚŝŽŶƐͲ njƵƐƚĂŶĚ ĚĞƌ PŬŽƐLJƐƚĞŵͲŝĞŶƐƚůĞŝƐƚƵŶŐĞŶ ƵŶƚĞƌƐƵĐŚƚ ;ďď͘ ϲͿ͕ ƵŶĚ sĞƌďŝŶĚƵŶŐĞŶ njƵƌ ǁĞůƚǁĞŝƚĞŶĞŬćŵƉĨƵŶŐĚĞƌƌŵƵƚŚĞƌŐĞƐƚĞůůƚ;DϮϬϬϱͿ͘ ďď͘ ϲ͗ ƵƐƚĂŶĚ ;ĂŶƚŚŽƉŽŐĞŶĞ ĞŐƌĂĚĂƚŝŽŶ ǀĞƌƐƵƐ &ƂƌĚĞƌƵŶŐͿ ǁŝĐŚƚŝŐĞƌ PŬŽƐLJƐƚĞŵͲŝĞŶƐƚͲ ůĞŝƐƚƵŶŐĞŶ ŐĞŵćƘ DŝůůĞŶŝƵŵ ĐŽƐLJƐƚĞŵ ƐƐĞƐƐŵĞŶƚ ZĞƉŽƌƚ ;DϮϬϬϱͿ /ŵDŝůůĞŶŝƵŵĐŽƐLJƐƚĞŵƐƐĞƐƐŵĞŶƚZĞƉŽƌƚǁŝƌĚĂƵĐŚĞdžƉůŝnjŝƚĚĂǀŽŶĂƵƐŐĞŐĂŶŐĞŶ͕ĚĂƐƐǀŝĞůĞ PŬŽƐLJƐƚĞŵͲŝĞŶƐƚůĞŝƐƚƵŶŐĞŶ ĚƵƌĐŚ DŝƚǁŝƌŬƵŶŐ ǀŽŶ >ĞďĞǁĞƐĞŶ ďĞƌĞŝƚŐĞƐƚĞůůƚ ǁĞƌĚĞŶ͕ ƵŶĚ ĚŝĞƐĞ >ĞŝƐƚƵŶŐĞŶ ĚƵƌĐŚ ǀĞƌƌŝŶŐĞƌƚĞ ŝŽĚŝǀĞƌƐŝƚćƚ ďĞĞŝŶƚƌćĐŚƚŝŐƚ ǁĞƌĚĞŶ ŬƂŶŶƚĞŶ ;D ϮϬϬϱͿ ďď͘ ϲͿ͘ ůƐ &ŽůŐĞ ŐĞŶŝĞƘĞŶ hŶƚĞƌƐƵĐŚƵŶŐĞŶ ǀŽŶ ŝŶĨůƵƐƐĨĂŬƚŽƌĞŶĂƵĨPŬŽƐLJƐƚĞŵͲŝĞŶƐƚͲ ĞŝƐƚƵŶŐĞŶŐƌŽƘĞǁŝƐƐĞŶƐĐŚĂĨƚůŝĐŚĞƵĨŵĞƌŬƐĂŵŬĞŝƚ;/>zĞƚĂů͘ϮϬϬϵ͕'MDͲ''d,hEϮϬϬϵͿ͘ ĂĚŝĞ,ćůĨƚĞĚĞƌtĞůƚďĞǀƂůŬĞƌƵŶŐŝŶĞŝŶĞƌŶƚĨĞƌŶƵŶŐǀŽŶǁĞŶŝŐĞƌĂůƐϯŬŵǀŽŵŶćĐŚƐƚĞŶ ŝŶŶĞŶŐĞǁćƐƐĞƌ ůĞďƚ͕ ǁŝƌĚ ǀĞƌŵƵƚůŝĐŚ ĞŝŶ ŐƌŽƘĞƌ dĞŝů ĚĞƌ ďĞĂŶƐƉƌƵĐŚƚĞŶ PŬŽƐLJƐƚĞŵͲŝĞŶƐƚͲ ůĞŝƐƚƵŶŐĞŶĂƵƐ'ĞǁćƐƐĞƌůĂŶĚƐĐŚĂĨƚĞŶŐĞŶƵƚnjƚ͘ŝĞŵĞŝƐƚĞŶĚĞƌŝŶ ďď͘ ϲ ĂƵĨŐĞĨƺŚƌƚĞŶ PŬŽƐLJƐƚĞŵͲŝĞŶƐƚůĞŝƐƚƵŶŐĞŶƐƚĞŚĞŶũĞĚŽĐŚŶƵƌŶŽĐŚŝŶƌĞĚƵnjŝĞƌƚĞŵhŵĨĂŶŐnjƵƌsĞƌĨƺŐƵŶŐ͕ǁĞŶŶ ĚŝĞ ůŽŶŐŝƚƵĚŝŶĂůĞ͕ ŚŽƌŝnjŽŶƚĂůͲƚƌĂŶƐǀĞƌƐĂůĞ ŽĚĞƌ ĚŝĞ ǀĞƌƚŝŬĂůĞ <ŽŶŶĞŬƚŝǀŝƚćƚ ĚĞƌ 'ĞǁćƐƐĞƌ ŐĞŬĂƉƉƚ ǁŝƌĚ͕ ŝŶƐďĞƐŽŶĚĞƌĞ ĚŝĞ ŝŽƉƌŽĚƵŬƚŝŽŶ ǀŽŶ &ŝƐĐŚ͕ tŝůĚ͕ ,Žůnj͕ ŐĞŶƚŝƐĐŚĞƌ sŝĞůĨĂůƚ ƵŶĚ dƌŝŶŬǁĂƐƐĞƌ͕ ĚŝĞ ƌĞŐƵůŝĞƌĞŶĚĞŶ &ƵŶŬƚŝŽŶĞŶ ŚŝŶƐŝĐŚƚůŝĐŚ ,ŽĐŚǁĂƐƐĞƌ͕ ƌŽƐŝŽŶ ƵŶĚ ^ĞůďƐƚͲ ƌĞŝŶŝŐƵŶŐ͕ ƐŽǁŝĞ ĚŝĞ ƐƉŝƌŝƚƵĞůůĞŶ ƵŶĚ ćƐƚŚĞƚŝƐĐŚĞŶ tĞƌƚĞ ĞŝŶƐĐŚůŝĞƘůŝĐŚ ƌŚŽůƵŶŐ ƵŶĚ dŽƵƌŝƐŵƵƐ͘ĂŚĞƌƐƚĞůůƚĚĞƌƌŚĂůƚĚĞƌ<ŽŶŶĞŬƚŝǀŝƚćƚĞŝŶĞŶŽƚǁĞŶĚŝŐĞsŽƌĂƵƐĞƚnjƵŶŐŶŝĐŚƚ ŶƵƌ ĨƺƌĚĞŶ ƌŚĂůƚ ĚĞƌŚŽŚĞŶ ŝŽĚŝǀĞƌƐŝƚćƚ ǀŽŶ ŝŶŶĞŶŐĞǁćƐƐĞƌŶ ;>/E ĞƚĂů͘ ϮϬϬϳ͕ dz>KZĞƚĂů ϮϬϬϲͿ ƐŽŶĚĞƌŶ ĂƵĐŚ ĞŝŶĞ ŚŽŚĞ sĞƌĨƺŐďĂƌŬĞŝƚ ǀŽŶ PŬŽƐLJƐƚĞŵͲŝĞŶƐƚůĞŝƐƚƵŶŐĞŶ ŝŶ &ůƵƐƐŬŽƌͲ ƌŝĚŽƌĞŶĚĂƌ͘ ĂƐ <ŽŶnjĞƉƚ ĚĞƌ PŬŽƐLJƐƚĞŵͲŝĞŶƐƚůĞŝƐƚƵŶŐĞŶ ĞƌŵƂŐůŝĐŚƚ ŐƌƵŶĚƐćƚnjůŝĐŚ ŝŚƌĞ DŽŶĞƚĂƌŝƐŝĞƌƵŶŐ ƵŶĚ /ŶƚĞƌŶĂůŝƐŝĞƌƵŶŐ͕ Ě͘Ś͘ ĚŝĞ <ŽŶnjĞƉƚŝŽŶ ǀŽŶ ĂŚůƵŶŐĞŶ ĚƵƌĐŚ ĚŝĞ EƵƚnjĞƌ ĚŝĞƐĞƌ 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ŵĞŝŶĞƌŝƐƐĞƌƚĂƚŝŽŶĂƵƐĚĞŵ:ĂŚƌϭϵϵϯŵŝƚĚĞŵdŝƚĞůͣ,ĞƚĞƌŽƚƌŽƉŚĞƌ^ƚŽĨĨƵŵƐĂƚnjƵŶĚĨĂƵŶŝƐƚŝͲ ƐĐŚĞ ĞƐŝĞĚůƵŶŐ ĚĞƐ ŚLJƉŽƌŚĞŝƐĐŚĞŶ /ŶƚĞƌƐƚŝƚŝĂůƐ ĞŝŶĞƐ DŝƚƚĞůŐĞďŝƌŐƐďĂĐŚƐ ;^ƚĞŝŶĂ͕ ^ĐŚǁĂƌnjͲ ǁĂůĚͿ͘͞ ŝĞ WƵďůŝŬĂƚŝŽŶĞŶ ĞŶƚŚĂůƚĞŶ ʹ ďŝƐ ĂƵĨ njǁĞŝ ZĞǀŝĞǁͲƌƚŝŬĞů ƵŶĚ ĞŝŶ ƵĐŚŬĂƉŝƚĞů ʹ ƌŐĞďŶŝƐƐĞĂƵƐƐĞůďƐƚŬŽŶnjŝƉŝĞƌƚĞŶ͕ĞŝŶŐĞǁŽƌďĞŶĞŶƵŶĚĨĂĐŚůŝĐŚďĞƚƌĞƵƚĞŶƌŝƚƚŵŝƚƚĞůƉƌŽũĞŬƚĞŶ͘ ĂďĞŝ ǁƵƌĚĞ ĚĞŶ ŝŶ ĚĞŶ ďĞƚƌĞĨĨĞŶĚĞŶ WƌŽũĞŬƚĞŶ ĂƌďĞŝƚĞŶĚĞŶ ŽŬƚŽƌĂŶĚĞŶ ƵŶĚ EĂĐŚǁƵĐŚƐͲ ǁŝƐƐĞŶƐĐŚĂĨƚůĞƌŶŝŶĚĞƌZĞŐĞůĚŝĞƌƐƚĂƵƚŽƌĞŶƐĐŚĂĨƚĞŝŶŐĞƌćƵŵƚ͘ ŝĞƐĞWƵďůŝŬĂƚŝŽŶĞŶǁĞƌĚĞŶĨŽůŐĞŶĚĞŶdŚĞŵĞŶĨĞůĚĞƌŶnjƵŐĞŽƌĚŶĞƚ͕ƵŶĚĚĞƌĞŶĞŝƚƌćŐĞĚĂnjƵŝŶ ĞŶƚƐƉƌĞĐŚĞŶĚĞŶŝŶůĞŝƚƵŶŐƐŬĂƉŝƚĞůŶĞƌůćƵƚĞƌƚǁĞƌĚĞŶ͗ Ϳ <ŽŶŶĞŬƚŝǀŝƚćƚ ĂůƐ ƐƚƌƵŬƚƵƌŝĞƌĞŶĚĞƌ ,ĂďŝƚĂƚĨĂŬƚŽƌ ĚĞƐ DĂŬƌŽnjŽŽďĞŶƚŚŽƐ ŝŶ &ůŝĞƘŐĞǁćƐƐĞƌŶ ƵŶĚ^ĞĞŶ Ϳ>ŽŶŐŝƚƵĚŝŶĂůĞ^ƉŝƌĂůĞŶʹ^ƚŽĨĨƌĞƚĞŶƚŝŽŶŝŶ&ůŝĞƘŐĞǁćƐƐĞƌŶ Ϳ ĞŶƚŚŝƐĐŚͲƉĞůĂŐŝƐĐŚĞ <ŽƉƉůƵŶŐ ĂůƐ ^ĐŚůƺƐƐĞůĨĂŬƚŽƌ Ĩƺƌ ŵŝŬƌŽďŝĞůůĞ ^ƚŽĨĨƵŵƐĞƚnjƵŶŐĞŶ ŝŶ &ůƺƐƐĞŶ ͿsŽŵŝŶnjƵŐƐŐĞďŝĞƚnjƵŵDŝŬƌŽŚĂďŝƚĂƚʹĂŶƚŚƌŽƉŽŐĞŶĞ<ĂƐŬĂĚĞŶǁŝƌŬƵŶŐĞŶĂƵĨ'ĞǁćƐƐĞƌ ͘ WƵďůŝŬĂƚŝŽŶĞŶnjƵŵdŚĞŵĞŶĨĞůĚͣ<ŽŶŶĞŬƚŝǀŝƚćƚĂůƐƐƚƌƵŬƚƵƌŝĞƌĞŶĚĞƌ,ĂďŝƚĂƚĨĂŬƚŽƌ ĚĞƐDĂŬƌŽnjŽŽďĞŶƚŚŽƐŝŶ&ůŝĞƘŐĞǁćƐƐĞƌŶƵŶĚ^ĞĞŶ͞ ϭ͘ 'ĂƌĐŝĂ͕y͘Ͳ&͕͘^ĐŚŶĂƵĚĞƌ͕/͕͘WƵƐĐŚ͕D͘d͘;ŝŵƌƵĐŬͿ͗,ŽǁĚŽĞƐƚŚĞĐŽŵƉůĞdžŚLJĚƌŽͲ ŵŽƌƉŚŽůŽŐLJŽĨƌŝǀĞƌŵĞĂŶĚĞƌƐĐŽŶƚƌŝďƵƚĞƚŽďĞŶƚŚŝĐŝŶǀĞƌƚĞďƌĂƚĞĚŝǀĞƌƐŝƚLJŝŶƌŝǀĞƌƐ͍ ,LJĚƌŽďŝŽůŽŐŝĂ Ϯ͘ ^ĐŚǁĂůď͕͕͘WƵƐĐŚ͕D͘d͘;ϮϬϬϳͿ͗,ŽƌŝnjŽŶƚĂůĂŶĚǀĞƌƚŝĐĂůŵŽǀĞŵĞŶƚƐŽĨƵŶŝŽŶŝĚŵƵƐƐĞůƐ ;ŝǀĂůǀŝĂ͗hŶŝŽŶŝĚĂĞͿŝŶĂůŽǁůĂŶĚƌŝǀĞƌ͘:ŽƵƌŶĂůŽĨƚŚĞEŽƌƚŚŵĞƌŝĐĂŶĞŶƚŚŽůŽŐŝĐĂů ^ŽĐŝĞƚLJϮϲ͗ϮϲϭʹϮϳϮ ϯ͘ ƌĂƵŶƐ͕D͕͘'ƺĐŬĞƌ͕͕͘tĂŐŶĞƌ͕͕͘'ĂƌĐŝĂ͕y͘Ͳ&͕͘tĂůnj͕E͕͘WƵƐĐŚ͕D͘d͘;ϮϬϭϭͿ͗,ƵŵĂŶ ůĂŬĞƐŚŽƌĞĚĞǀĞůŽƉŵĞŶƚĂůƚĞƌƐƚŚĞƐƚƌƵĐƚƵƌĞĂŶĚƚƌŽƉŚŝĐďĂƐŝƐŽĨůŝƚƚŽƌĂůĨŽŽĚǁĞďƐ͘ :ŽƵƌŶĂůŽĨƉƉůŝĞĚĐŽůŽŐLJϰϴ͗ϵϭϲʹϵϮϱ ϰ͘ ŽŶŽŚƵĞ/͕͘:ĂĐŬƐŽŶ͘>͕͘WƵƐĐŚD͘d͕͘/ƌǀŝŶĞ<͘;ϮϬϬϵͿ͗EƵƚƌŝĞŶƚĞŶƌŝĐŚŵĞŶƚŚŽŵŽŐĞŶŝnjĞƐ ůĂŬĞďĞŶƚŚŝĐĂƐƐĞŵďůĂŐĞƐĂƚůŽĐĂůĂŶĚƌĞŐŝŽŶĂůƐĐĂůĞƐ͘ĐŽůŽŐLJϵϬ͗ϯϰϳϬͲϯϰϳϳ ϱ͘ 'ĂďĞů͕&͕'ĂƌĐŝĂ͕y͘Ͳ&͕͘ƌĂƵŶƐ͕D͕͘^ƵŬŚŽĚŽůŽǀ͕͕͘>ĞƐnjŝŶƐŬŝ͕D͕͘WƵƐĐŚ͕D͘d͘;ϮϬϬϴͿ͗ ZĞƐŝƐƚĂŶĐĞƚŽƐŚŝƉͲŝŶĚƵĐĞĚǁĂǀĞƐŽĨďĞŶƚŚŝĐŝŶǀĞƌƚĞďƌĂƚĞƐŝŶǀĂƌŝŽƵƐůŝƚƚŽƌĂůŚĂďŝƚĂƚƐ͘ &ƌĞƐŚǁĂƚĞƌŝŽůŽŐLJϱϯ͕ϭϱϲϳʹϭϱϳϴ ϲ͘ 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6WHQGHUD66YHQGVHQ/0:QXN*ODZGHO(:ROWHU& 5LYHUVRIWKH&HQWUDO+LJKODQGV DQG3ODLQV,Q7RFNQHU.8HKOLQJHU8DQG5RELQVRQ&7 (GV 5LYHUVRI(XURSH(OVHYLHU /RQGRQ 7HLOEHLWUlJH %UXQNH0$+RIIPDQQ3XVFK0 8VHRIPHVRKDELWDWVSHFLILFUHODWLRQVKLSVEHWZHHQIORZ YHORFLW\DQGGLVFKDUJHWRDVVHVVLQYHUWHEUDWHPLQLPXPIORZUHTXLUHPHQWV 5HJXODWHG5LYHUV5HVHDUFKDQG0DQDJHPHQW 3URMHNWZLVVHQVFKDIWOHU 'DWHQHUKHEXQJ 3XVFK0+RIIPDQQ$ &RQVHUYDWLRQFRQFHSWIRUDULYHUHFRV\VWHP 5LYHU6SUHH*HUPDQ\ LPSDFWHGE\IORZDEVWUDFWLRQLQDODUJHSRVWPLQLQJDUHD /DQGVFDSHDQG8UEDQ3ODQQLQJ 'DWHQHUKHEXQJ +DELOLWDWLRQVVFKULIW0DUWLQ3XVFK BBBBBBBBBBBBBBBBBBBBBBBBBBBB ϯ͘^ŽŶĚĞƌĚƌƵĐŬĞĚĞƌDĂŶƵƐŬƌŝƉƚĞ ϯ͘ϭ 'ĂƌĐŝĂ͕y͘Ͳ&͕͘^ĐŚŶĂƵĚĞƌ͕/͕͘WƵƐĐŚ͕D͘d͘;ŝŵƌƵĐŬͿ͗,ŽǁĚŽĞƐƚŚĞĐŽŵƉůĞdž ŚLJĚƌŽͲŵŽƌƉŚŽůŽŐLJŽĨƌŝǀĞƌŵĞĂŶĚĞƌƐĐŽŶƚƌŝďƵƚĞƚŽďĞŶƚŚŝĐŝŶǀĞƌƚĞďƌĂƚĞ ĚŝǀĞƌƐŝƚLJŝŶƌŝǀĞƌƐ͍,LJĚƌŽďŝŽůŽŐŝĂ Hydrobiologia DOI 10.1007/s10750-011-0905-z HABITAT COMPLEXITY Review paper Complex hydromorphology of meanders can support benthic invertebrate diversity in rivers X.-F. Garcia • I. Schnauder • M. T. Pusch Received: 3 May 2011 / Accepted: 25 September 2011 Springer Science+Business Media B.V. 2011 Abstract In freshwater environments, high biodi- bathymetry in meanders provide a large variety of versity is commonly associated with habitat hetero- habitat conditions for benthic invertebrates within a geneity. River bends and meanders are particularly relatively small spatial domain, which are connected complex morphodynamic elements of watercourses. via hydraulic pathways. Periodic reversal of hydro- However, the specific spatio-temporal interactions morphological processes between low and high flow, between hydromorphology and the resident biota have and seasonal growth of aquatic macrophytes creates scarcely been studied. This article reviews the rela- spatio-temporal dynamics at the meso- and microhab- tionships between hydraulic processes, and morpho- itat scales. Such habitat dynamics increases benthic logical units that are typical for meanders, and invertebrate diversity to the extent it is consistent with analyzes the concomitant spatial and temporal dynam- spatio-temporal scales of invertebrate mobility and ics of habitats suitable for aquatic invertebrates. Flow life cycle. Furthermore, the presence of flow refugia, in river bends is characterized by significant cross- and hydraulic dead zones in meanders is essential to stream velocities, which modify primary flow patterns, sustain species richness. This study concludes that and create helical flow trajectories. Consequently, meanders are highly complex morphodynamic ele- boundary shear stresses at the river-bed are altered, so ments that exhibit several self-regulating principles that complex erosion, transport, and accumulation supporting invertebrate diversity and resilience in processes characteristically shape bed and bank mor- fluvial ecosystems. phology. The diversity of substrate types and complex Keywords River bends Flow dynamics Habitat heterogeneity Flow refugia Ecosystem resilience Guest editors: K. E. Kovalenko & S. M. Thomaz / River restoration The importance of habitat complexity in waterscapes X.-F. Garcia (&) M. T. Pusch Department of Limnology of Shallow Lakes and Lowland Introduction Rivers, Leibniz-Institute of Freshwater Ecology and Inland Fisheries, Mu¨ggelseedamm 301, 12587 Berlin, Germany The functional linkage between habitat heterogeneity e-mail: [email protected] and biodiversity has been observed in several types of ecosystems, including terrestrial (Galley et al., 2009 I. Schnauder Jannsen et al., 2009), marine (Yanezarancibia et al., Department of Ecohydrology, Leibniz-Institute of Freshwater Ecology and Inland Fisheries, 1988; Hull et al., 2001), and freshwater environments Mu¨ggelseedamm 310, 12587 Berlin, Germany (Harper et al., 1997; Williams et al., 2005). In addition, 123 Hydrobiologia the relationship is observed at a hierarchical spatial characteristics [Lamouroux et al., 1992; Gore et al., scale, which exhibits distinct hydromorphological 1994; Harby et al., 2004, CASIMIR (see Bloesch et al., habitat and biotic characteristics. At large scales, the 2005)]. However, in these studies, the physical factors correlation is exemplified by the presence of dynamic acting on the organisms investigated have rarely been floodplains, where morphological diversity in flood- systematically measured at organism location. There- plains significantly increases biodiversity in river fore, the results do not facilitate the establishment of corridors (Johnston & Naiman, 1987; Pringle et al., quantitative mechanistic relationships between the 1988; Harper et al., 1997). Gray et al. (2006) also physical parameters and biotic communities. In addi- reported an increase in invertebrate diversity due to the tion, the models are generally restricted to predict a presence of braided channels, spring-sources, spring single species presence, and most models are devel- creeks, or connectivity to groundwater zones. At oped for fish taxa. Moreover, the influence of spatial intermediate spatial scales, river systems can be arrangements of the habitat patch within the habitat divided into several hydromorphological units, nested mosaic has scarcely been considered. Similarly, the within river systems. The units, resulting from the influence of temporal variation on invertebrate diver- interaction between hydraulic and morphological sity under varied habitat conditions due to seasonality processes, provide distinctive habitats for biota and flow dynamics has seldom been assessed. Hence, (Frissell et al., 1986; Poole, 2002). At smaller spatial integrative approaches to establish and understand scales, the composition and characteristics of river mechanistic relationships between fluvial hydromor- sediments govern habitat heterogeneity, which influ- phology and invertebrate diversity are still lacking. ence the distribution and diversity of benthic inverte- Habitat diversification is a common practice used in brates (Dahl & Greenberg, 1996; Lamouroux et al., river restoration efforts to improve the ecological 2004; Merigoux & Doledec, 2004). Three key features status of streams and rivers. Restoration success is are important in characterizing particle size: (i) mean monitored using the species richness metric, because sediment particle size; (ii) variance of particle size; a the validity of the ‘‘habitat heterogeneity—biodiversity’’ wide variance may result in clogging of interstitial principle is widely recognized. However, success spaces provided by large particles; and (iii) the cannot always be demonstrated because stressors development of organic substrate coverings, e.g., affecting the stream reach have been inadequately biofilm, mud, or macrophytes. Downes et al. (1998) quantified prior to restoration (Ja¨hnig et al., 2010; indicated that high diversity of habitats at large, Palmer et al., 2010). Furthermore, re-colonization of intermediate, and local spatial scales support increased target species is often hampered, either by lack of abundance and species richness of benthic inverte- source populations, or by disruption of habitat con- brates. However, attempts to establish direct mecha- nectivity (Kail & Hering, 2005). An inter-disciplinary nistic relationships that explain invertebrate diversity eco-geomorphological approach to analyze linkages based on habitat variability have to date rarely been between physical environment and biotic diversity undertaken. would be especially valuable for rivers, which exhibit The effect of habitat heterogeneity on overall higher aquatic diversity along their meandering benthic invertebrate and fish biodiversity has been reaches compared to straight sections (Nakano & approached in empirical and analytical studies. Field Nakamura, 2006). In addition, this approach shows studies have clearly established a positive relationship high potential to improve the effectiveness of river between invertebrate richness and abundance, and the restoration measures, which often re-establish a structural complexity of habitats found in complex meandering morphology, but frequently fail to three-dimensional environments (e.g., woody debris, improve aquatic diversity (Bernhardt et al., 2005; tree roots, or macrophytes) (Scealy et al., 2007; Palmer & Bernhardt, 2006). Schmude et al., 1998; Thomaz et al., 2008; Hansen Re-meandering is a favored restoration approach. et al., 2010). Stream habitat models have been Most rivers exhibited much higher sinuosity prior to developed based on statistical relationships between historic straightening and channelization, depending basic physical habitat characteristics, and the proba- on geomorphic river type (Rosgen, 1996). Meandering bility of species presence, according to species known is indicative of a natural river state, characterized by ecological preferences for flow conditions or substrate intense sediment transport, and the presence of habitat 123 Hydrobiologia variability within a relatively small spatial domain. straight cross-over sections above riffles, to pro- However, efforts to re-establish meandering are often nounced depth asymmetry across pool transects unsustainable in certain river types, because meanders (Fig. 1). Near the ‘apex’, a pool is scoured adjacent are largely a shaped and maintained due to and to the outer bank, with a point bar formed by finer sediment transport regime. Morphodynamic processes sediment near the inner bank. Further downstream, in meanders are reversed periodically due to changing cross-sectional bathymetric profiles gradually approach flow conditions (Keller, 1971; MacWilliams et al., the symmetrical shape of the riffle section, and depth 2006; Thompson, 2010). Consequently, even if river decreases. Velocities are higher above riffles, and meanders and their characteristic biotic assemblages typically coarser grained sediments are deposited than appear stable during low flow, their ecological func- in the pools. Sediment scoured from the pool at high tioning will be more appropriately understood when flows is deposited in the shallower zones of the viewed as a dynamic equilibrium resulting from the downstream riffle, and point bar. However, coarse relationship between physical and biotic processes. sediments are also often found in the pools, but In this article, we review and discuss how major originate from eroded and drowned bank material, hydraulic and morphological processes that occur in rather than sediment transport along the meander. meanders may result in high habitat spatial heteroge- The characteristic flow pattern in meander bends neity and temporal dynamics, resulting in diverse and relates to the significant cross-stream secondary flow, resilient assemblages of benthic invertebrates. We associated with (i) pronounced lateral gradients in the focused on processes occurring at meso- and micro- water level; (ii) energy losses due to dissipation from habitat spatial scales along longitudinal and transverse turbulence; and (iii) streamwise or primary flow hydraulic pathways, which were evaluated based on pattern modifications, which further alter the shear our own observations from meandering lowland rivers stress distribution along the river-bed and banks. Spiral (Schnauder & Sukhodolov, 2011; Sukhodolov, 2011). trajectories or ‘helical flow’ develop, advecting fluid The article is divided into four sections. The ‘‘Hydro- with higher velocity from the channel center in a lateral morphologic processes in meanders’’ section describes direction toward the outer bank, and vertically down- the specific hydro-morphological processes occurring ward (Thomson, 1876; Rozovskii, 1957; Bathurst in meanders. The ‘‘Spatio-temporal dynamics of et al., 1979). In meanders, the degree of helicity peaks habitats and biodiversity in meanders’’ section dis- downstream from the point of greatest channel curva- cusses the mechanistic interactions between hydro- ture, where near-bed velocity gradients, and bed shear morphological processes, habitat dynamics, and ben- stresses increase, leading to maximum pool scouring. thic invertebrates distributed at various spatial and In many cases, primary and secondary flow patterns temporal scales. The ‘‘Conclusion’’ section synthe- in river bends are affected by additional mechanisms, sizes the mechanistic relationships between hydro- morphology, habitat variability and invertebrate diversity emphasized in this interdisciplinary func- tional analysis of river meanders, and discusses the potential applications in river restoration involving channel re-meanderings. In the final ‘‘Perspectives’’ section, we outline directions for future research. Hydro-morphologic processes in meanders Bathymetry and flow patterns River meanders are characterized by a diverse bathymetry, which is the product of their characteristic Fig. 1 Schematic of meander and flow patterns: 1 converging flow above a run; 2 pool velocity profile; 3 diverging flow above three-dimensional flow patterns. Typically, meander a glide; 4 riffle velocity profile; 5 helical flow pattern with two cross-section transitions from near symmetry in the counter-rotating cells 123 Hydrobiologia which mainly depend on channel curvature and bed stress. Bedforms, such as ripples or small sand-waves, topography. Among them, potential vortex effects migrate through the bend in a downstream direction, increase flow velocity at the inner bank, which may but the orientation may locally differ from the main elicit strong impacts on secondary flow. In tightly flow. If wave crests are not perpendicular to the main curving bends, horizontal flow separation creates flow, the crests affect the local direction of bedload recirculation zones near the inner and outer banks transport (Dietrich et al., 1979). Micro-scale flow in (Leeder & Bridges, 1975; Ferguson et al., 2003). These troughs between waves may entrain and transport effects promote sediment deposition at river margins, sediment particles parallel to the wave crests. Dietrich which may result in the formation of shallow bank- et al. (1979) provided field evidence showing that benches (Woodyer, 1975; Hickin, 1978). Bank irreg- transport was directed toward the point bar in the first ularities or larger embayments are often stepping two thirds of the bend, preventing sediments from stones for the formation of recirculation zones bor- entering the pool. At the downstream end of the point dered by horizontal shear layers. Turbulence produc- bar, trough currents transported the sediment away tion and dissipation of kinetic energy is enhanced in the from the point bar toward the next bar downstream. shear layers, and increases the overall hydraulic These processes can undergo spatio-temporal changes roughness of the bend. Thorne et al. (1984) reported due to processes such as discharge fluctuations, and the that shear layers along the banks cause further distor- seasonal cycle of macrophyte growth. tion to the primary and secondary flow, and shift peak velocities and stresses away from the banks, providing Dynamics of riffle-pool units ‘buffer zones’ that protect the banks from erosion. Similar modifications are the result of multi-cellular Riffle-pool units not only occur in conjunction with secondary flow patterns found downstream of short meanders, but also in straight reaches, and have long riffle sections, where helicity from the upstream bend been recognized as a primary channel unit type in persists, and relocates the center of the secondary flow fluvial geomorphology (Hawkins et al., 1993). The cell of the downstream bend (Chacinski & Francis, spacing between pools is more or less regular, and 1952; Wilson, 1973; Thorne & Hey, 1979). Further- equates to 5–7 times channel width, even in disturbed more, Dietrich & Smith (1983) demonstrated that channelized sections, or following introduction of shallowing topography and increased roughness woody debris (Gregory et al., 1994; Knighton, 1998). effects over the point bar promoted unidirectional Stream ecologists further divide riffle-pool sequences cross-streamwise flow toward the center of the channel into subcategories to refine the scale of their physical which they termed ‘topographical steering’. Large- and biological functions (Hawkins et al., 1993). amplitude meanders may be sufficiently long to Common classifications distinguish between the tran- develop multiple pool-riffle sequences (Frothingham sition from riffle to pool termed ‘run’, and from pool to & Rhoads, 2003). In very tight bends, a shift of fast riffle termed ‘glide’ (Fig. 2). The bed material is velocities from the channel center to the convex bank coarsest in runs, followed by riffles, glides, and pools, may occur, which leads to circular pool formation suggesting the presence of grain size sorting mecha- characterized by almost symmetrical pool cross- nisms at the local scale. Riffles and pools persist with sections (Alford et al., 1982; Andrle, 1994). varying discharge, and maintain their position within The boundary shear stress acting on the meander the bend. The ‘velocity reversal hypothesis’ provides a bed and banks depends on the local velocity gradients. relatively simple explanation for riffle and pool Typically, the maximum bed shear stress zone is near sustainability (Keller, 1971). At low flow, the water the inner bank at the upstream part of the bend, surface slope is steeper above riffles, but with increas- stretching toward the outer bank near the bend apex. ing discharge, the pool slope increases at a faster rate. Low stress areas are located in the lee of the point bar This leads to pool scouring at high flows, and toward the pool, and at the outer bank in the entrance accumulation of eroded sediments on downstream section (Dietrich et al., 1979). Sediment transport rate riffles. At low flow, processes are reversed as pools and particle size generally correspond to a bed shear refill with eroded sediments from the riffles, and re- stress pattern, e.g., the highest transport rates and establish the ‘initial’ bathymetry. Several field studies coarsest grains are found in the line of maximum shear supported the flow reversal hypothesis, however, other 123 Hydrobiologia studies generated incongruent data or were inconclu- recirculation zones are typically occupied by a large sive (reviewed in Thompson, 2010). Recent studies stationary eddy or ‘gyre’, with a vertical rotation axis revealed that the flow structure in riffle-pool sequences (Fig. 1). On a smaller river depth scale, there are also is often highly three-dimensional, so that shear stresses vertical recirculation zones with horizontal rotation acting on the bed may vary considerably, even within axes, e.g., in the wake behind macrophyte patches, or the same cross-section. Flow along the run was other flow obstructions, including large boulders or observed to converge into a jet-like structure or woody debris deposited on the bed. Recirculations are ‘turbulent run’ (Caaman˜o et al., 2010; Rhoads & related to flow separation from channel boundaries, Massey, 2011). The accelerated fluid mass then plunges forced by obstacles, or abrupt changes in bank lines, into the pool, and scours the zone where it impacts the e.g., in tight bends where flow separates from the inner stream-bed (Schnauder & Sukhodolov, 2011). Flow or outer banks. For this type of bend, Hickin (1978) decelerates into the pool, and expands above the glide suggested the ratio between the curvature radius and due to shallowing and widening bathymetry (Thompson channel width was equal or less than two. Channel et al., 1998). At the margins of jet-like flow, horizontal expansion and widening of the pool section are shear layers develop in association with large turbulent required for flow separation and recirculation zone structures (Schnauder & Sukhodolov, 2011). Lab and development (Page & Nanson, 1982). Size depends on field studies indicated the persistence of such jet-like discharge stage, roughness condition, bank curvature, flows independent of discharge or water level stage and topography. For example, point bar erosion may (Thompson et al., 1998; Caaman˜o et al., 2010). significantly enlarge outer bank recirculations However, discharge and pool geometry can exhibit a (Ferguson et al., 2003). Field observations further significant effect on the magnitude, shape, and suggested that pronounced deepening from riffle to jet alignment (Lisle, 1987; Thompson et al., 1998). pool shifts the separation zones further upstream, and Caaman˜o et al. (2010) observed that at low flows, jets counteracts the effects associated with channel in a bend were oriented toward the inner bank widening (Leeder & Bridges, 1975). Other factors facilitating point bar formation, but moved toward affecting separation zones include curvature and the outer bank at high flows and scoured the pools. To cross-sectional shape of the upstream section, and some extent, this supports Keller’s (1971) principal remnant helicity created in the upstream bend tenet that a reversal of morphodynamic processes is the (Hodskinson & Ferguson, 1998). The hydrodynamics crucial factor for the persistence of riffle-pool units. of recirculation zones and potential effects on meander morphology and development are best explained from Recirculation zones groyne field analogs. Groyne fields are embayments occupied by single or multiple gyres, often developed Recirculation zones provide shelter from high veloc- along navigational rivers in order to prevent bank ities and shear stress, and promote accumulation of erosion and maintain minimal water depth for ships in fine sediments and woody debris. Near-bank the middle of the channel. Velocities are lowest in the gyre center, and increase toward the margins. Low velocities promote fine sediment accumulation, result- ing in the thickest layer of deposited fines in the gyre center, which decreases toward the banks and the main flow. Suspended sediment composition changes during passage through the recirculation zone, because the heaviest particles precipitate out of the water column, and resuspension and bioproduction tend to enrich the water column with small organic particles (Sukhodolov Fig. 2 Schematic of a riffle-pool sequence at low flow: 1 et al., 2002). Larger non-suspended sediment fractions accelerating flow with high near-bed gradients; 2 decelerating are transported near the bed (‘bedload’), which enter flow above a pool; 3 regressive run erosion; 4 pool refilling; 5 the recirculation zones at the downstream end, and accumulation of individual coarser grains due to bank erosion; 6 pool scouring and riffle deposition at high flows (velocity follow the direction of the gyre, where the formation reversal) of bedforms, like small sand-waves, is promoted 123 Hydrobiologia (Yossef & de Vriend, 2010). This process leads to and act as obstructions, which cause high velocity sorting of particle size from coarse fractions at the gradients and stresses, but may also promote flow entrance to finer fractions in the inner recirculation separation and buffer layers protecting the banks. zone. Typically, sedimentation in recirculation zones Rough banks cause a shift of peak velocities toward is most pronounced at high flows, when suspended the channel center, and reduce the strength of sediment and bedload concentrations are elevated. In secondary circulation (Thorne & Furbish, 1995). general, recirculations are persistent features in mean- Consequently, the primary bank erosion mechanism ders, although variation in discharge affects the gyre is counteracted. Point bars are formed as deposits of flow velocity, and the location of flow separation, finer sediments at the bend inner banks, adjacent to which in turn may modify the spatial extent of the zone. pools. These are low energy environments, character- ized by low-flow, stagnant water, or recirculation Structure and dynamics of banks zones (see Sect. 1.2). Point bars are typically gently sloping, and small changes in water level cause The banks of river meanders are shaped by the relatively large areas to be wetted or dried. Emergent following factors: (i) the flow pattern, and the point bars are often colonized by riparian vegetation at associated local boundary shear stress; (ii) mechanic low flow. Point bars form due to near-bed sediment properties of the soil (e.g., cohesiveness, and pore transport from the pool toward the inner bank induced water content); (iii) differences between the ground- by helical flow. Grain size sorting is initiated by the water and river water levels; and (iv) riparian vege- transverse sloping bed, which causes different grain tation, which may play stabilizing or destabilizing sizes to move in different directions (Parker & roles (Gray & Leiser, 1982). Typically, three different Andrews, 1985). Coarser fractions are deposited at ‘classes’ of meander banks are easily distinguishable the upstream and toe parts of the bar, whereas gradual from visual observations: (a) the outer steep bank in fining acts toward the downstream end and the inner the pool vicinity; (b) the inner mildly sloping bank bank, often promoting smaller patches of bedforms. merging with the point bar; and (c) the straight and The riffle banks are comparable to straight-river symmetric banks along the riffle transects. Boundary reaches with shallow flows. Their cross-sectional shear stress is highest at the outer bank, leading to shape is often parabolic, indicating equilibrium bank erosion, which is the fundamental requirement between boundary shear stresses and resistance of for meander formation and migration. Cohesive the bed and bank material. Boundary shear stresses sediments form steep banks partially restrained by acting on straight banks are lower than those at the roots, which are often undercut and have diverse outer bank of pool transects, and bank erosion is modes of erosion, for example slip failure of entire typically insignificant with morphological changes blocks of sediment (Biedenharn et al., 1997). Such restricted to the main channel bed. blocks slip into the water and form a compact sediment deposit, which may resist erosion for a long time, Influence of aquatic vegetation protecting the banks, and creating diverse flow structures. Non-cohesive banks fail when they are Flow structure and morphodynamics are subject to close to the angle of repose, e.g., when granular seasonal modifications in case of aquatic vegetation material on the slope face is on the verge of sliding and growth (Fig. 3). On a reach scale, aquatic vegetation progressive undercutting of the bank is initiated. The significantly increases the roughness of a stream, and eroded material accumulates in cones and fans at the elevates the water level compared to unvegetated toe of the bank, and is efficiently transported down- conditions. In winter, and at locations devoid of stream during higher flows. However, if the bank vegetation, vertical velocity profiles are typically material is non-uniform with a variety of different logarithmic, with maximum velocity gradients and grain sizes, the largest grains often resist erosion, and shear stresses at bed-level. Vegetation patches block remain in the pools. Where large root balls or boulders flow, and divert it around and above their canopy. As a protect the outer bank, the flow scours the adjacent result, velocities decrease substantially within the areas and creates horizontal embayments (see vegetation patch, but increase in surrounding open Sect. 1.2). Roots and boulders protrude into the flow areas. Within vegetation patches, reduced velocities 123 Hydrobiologia research in ecohydraulics for a decade, and a substantial gain in knowledge may be expected within the next few years. Case studies Similar hydro-morphological processes occur in most river meanders, however, each meander exhibits different hydro-morphological characteristics, and site-specific dominance of different processes involve diverse habitat conditions for invertebrates. Table 1 illustrates the uniqueness of meanders using an example of four European lowland rivers (Tollense, Spree, Mulde, and Ledra rivers) differing in hydro- Fig. 3 Schematic of a pool cross-section: (A) unvegetated, and morphological characteristics. The four rivers distrib- (B) point bar colonized with vegetation. 1 primary-secondary 0 ute along a gradient of increasing water surface slope flow cell, and its modification by vegetation (1 ); 2 outer bank secondary flow cell; 3 cross-streamwise velocity profile and associated bed material coarseness in the follow- (modified by vegetation 30); 4 unidirectional flow (topographic ing sequence: Tollense, Mulde, Spree, and Ledra. The steering); 5 bedload transport; 6 fine sediment accumulation; Tollense and Ledra rivers are characterized by tight 7 local erosion bends and strong secondary flow on the contrary to the mildy curved Spree and Mulde rivers. The ratio of and stresses promote accumulation of fine sediments pool to riffle depths is high at Tollense and Spree and with high nutrient content (Sand-Jensen & Mebus, low at Ledra and Mulde. 1996; Cotton et al., 2006). In contrast, remaining open areas between vegetation stands tend to erode, and are modified into chute channels (Wolfert et al., 2001; Spatio-temporal dynamics of habitats Schnauder & Sukhodolov, 2011). The magnitude of and biodiversity in meanders lateral sediment redistribution depends primarily on seasonal changes in discharge, as well as macrophyte Key factors determining aquatic habitats biomass, density, and distribution. In lowland rivers, for invertebrates deposition may require relatively high macrophyte densities, which only occurs over a 2–3 week peak Aquatic biota has adapted to use different meander growth period during the summer (Kleeberg et al., morphological units (described in the previous sec- 2010). As plants decay, the accumulated particulate tion) as specific habitats. In ecological terminology, matter will gradually be resuspended with increasing aquatic habitats are the living environment of aquatic bed shear stresses during higher winter discharges. organisms that consist of relatively homogeneous Even a small increase in stresses may lead to depth and flow, bounded by sharp gradients (Hawkins significant resuspension and entrainment of fine et al., 1993). For benthic invertebrates, habitat condi- sediments into the water column (Kleeberg et al., tions are defined by two key factors: the substrate (e.g., 2010). Morphological changes induced by macro- hard or soft substrate, sediment particle size, and the phytes during unvegetated periods of the year are presence of vegetation), and hydraulic conditions therefore reversed. Pools in meanders are often (e.g., mean current velocity, turbulence characteris- sufficiently deep to significantly reduce light attenu- tics, and boundary shear stress). Freshwater ecologists ation, and limit establishment of submerged vegeta- have long recognized these two components as major tion (Wolfert et al., 2001; Schnauder & Sukhodolov, factors explaining species distribution (Bournaud, 2011). Secondary flow is then laterally confined within 1963; Williams & Hynes, 1974; Rabeni & Minshall, open areas, and distorted where bed and banks are 1977; Reice, 1980; Rae, 1985). However, of these two covered by vegetation. Interactions between macro- factors, hydraulics is the primary characteristic shap- phytes, flow, and morphology have been a vital field of ing aquatic habitat for invertebrates, since it influences 123 Hydrobiologia Table 1 Hydro-morphological characteristics of four lowland meanders from the Tollense, Spree, and Mulde rivers (North-East Germany), and the Ledra River (North-East Italy) River Tollense Spree Mulde Ledra Geological setting Glacial sandy deposits, Young glacio-fluvial Older glacio-fluvial Young glacio-fluvial mixed- peat sandy deposits sandy deposits size deposits at Alpine piedmont Discharge Regulation Regulated, constant Regulated, daily Regulated, high Regulated, small water levels throughout fluctuations dynamics of medium fluctuations (\bankful), the year (\bankful), floods below bankful. overbank flows (1–2 per episodic overbank Overbank flows winter) flows Length of 60 m 9 19 m 380 m 9 32 m 700 m 9 60 m 300 m 9 15 m meander 9 channel (low flow) width Bathymetry P1: circular pool, P2: P1: primary pool, P2: P1: primary pool (low R: riffles elongated with bend pool, Run ? G: secondary pool flow); P2: second pool small pools (straight units) transitional glide-run (flood stage) Curvature Tight Mild, large amplitude Mild Tight Point bar Small, vegetated, Small (bank Large, riparian Stagnant, dead wood recirculating flow, fine protection), sand vegetation, floodplain (CWD) deposits, fine deposits deposits pools matter accumulation Riffle (R) Vegetated, chute channel Sandy, bedforms Coarse sand, uniform Coarse sediments, depth secondary pools Pool (P) Fine sediment deposition Gravel and coarse Large boulders slipped Shallow, boulders at medium/low flows, sands from banks, depth erosion at high flows [6 m, low light attenuation Recirculations Large outer bank Outer bank flow Outer bank embayments Outer bank embayments recirculation separation (remnant groynes, (riparian vegetation, deadwood) boulders) Primary flow Pronounced jet-like flow Bend flow pattern, Strong acceleration by High velocity fluid is and bend flow, submergence of channel narrowing at buffered away from the submergence of high high velocity fluid the apex bank velocity fluid at outer bank Secondary flow In second half of the Pronounced helicity Locally strong cross- Pronounced helicity at apex, bend at apex, outer bank flow, but helicity not outer bank secondary flow secondary flow cell fully developed cell Flow velocity in riffle 20–50 20–60 50–100 120–150 (cm/s) Flow velocity in pool 5–20 10–40 100–180 80–100 (cm/s) Substrate Mean 0.3 mm, peat, Mean 0.6 mm, sand- Mean 10 mm, sand, Mean 25 mm, fine sand, mud, subfossile gravel, banks with gravel, outer bank sediments up to boulders gastropod shells rip-rap with rip-rap (300 mm), rip-rap at outer banks (1000 cm) 123 Hydrobiologia Table 1 continued River Tollense Spree Mulde Ledra Sediment dynamics Accumulation and Sand bedload Sand bedload transport Armoured bed with large erosion of fine transport, small boulders sediments related to bedforms (dunes, vegetation growth ripples), some fines cycle Vegetation Pronounced aquatic and Riparian trees, algae Insignificant, point bar Dense riparian trees, aquatic riparian (reed belts) and biofilm with riparian pioneer mosses vegetation substrate characteristics. The hydraulic boundary individual organisms/species only recognize their layer above the substrate comprises most benthic local microhabitat conditions. As long as the micro- invertebrate habitat, which does not exceed a few habitat conditions remain within the range of ecolog- millimeters in height (Ambu¨hl, 1960). The boundary ical tolerance of the species, individuals will stay in layer, which is determined by near-bed flow and the habitat. Otherwise, individuals will migrate and roughness, defines the strength of lift and drag forces actively search for better conditions. Hence, charac- acting on benthic invertebrates (Statzner, 1988), in terization of microhabitat conditions has been recog- addition to habitat conditions in the interstitial space nized as another promising approach to explain of subsurface sediments (Ingendahl et al., 2009). benthic invertebrate distribution, because it better Hydraulic characteristics also determine the following embraces variance in species ecological requirements, factors in providing suitable aquatic habitat: (i) sedi- and diversity of individual behavior (Hart & Finelli, ment particle size distribution; (ii) sediment move- 1999; Lancaster et al., 2009). ment and bedload transport; (iii) accumulation and resuspension of fine particulate organic matter; and Temporal scales in habitat dynamics (iv) growth of biofilm and submerged macrophytes. As described in the ‘‘Hydro-morphologic processes in The concept of meso- and microhabitats meanders’’ section, river meanders involve marked temporal changes in habitat conditions, triggered by At the scale of hydro-morphological units, areas changes in flow conditions and seasonal growth of exhibiting similar environmental characteristics visu- macrophytes. Typically, morphological changes lag ally discernible from other areas are called ‘mesohab- behind changes in hydraulic conditions. Moreover, itats’ (Pardo & Armitage, 1997). Each mesohabitat is flow variation is continuous, whereas changes in colonized by species having similar ecological substrate characteristics respond to well-defined requirements and tolerances, including hydraulic thresholds. Consequently, current (i.e., immediate) conditions, substrate structure, dissolved oxygen features characterize a habitat, as well as long-term (DO) concentrations, and food resources (Brunke and seasonal dynamics. Therefore, the composition of et al., 2002). Therefore, functionally homogeneous any biotic assemblage inhabiting a given mesohabitat biotic assemblages should colonize a mesohabitat is not only determined by current living conditions, which exhibit clear differences, relative to assem- but by natural disturbance regimes. If a single key blages supported by other mesohabitats. However, habitat variable surpasses a threshold value (above or these assemblages are undergoing continuous turnover below), the microhabitat will no longer be in the due to the migration and drift of organisms, because ecological tolerance range for the species. This is 123 Hydrobiologia illustrated by the crayfish Orconectes propinquus that clearly be lower, with dominance by a single compet- is unable to feed on filamentous algae beyond its flow itively superior taxon in the extreme case, as shown velocity tolerance limits (Hart, 1992). Alternatively, experimentally by Cardinale & Palmer (2002). Mech- low flow velocity reduces capture and ingestion of anistically, flow variation triggers local and temporary suspended particles by filter feeders (Malmqvist & species turnover by constantly changing local habitat Sackmann, 1996). However, this rule is non-linear, conditions. The resulting species dynamic equilibrium because despite the primary control by hydraulic leads to an increase in diversity, as proposed by the forces, habitat preferences for a benthic invertebrate intermediate disturbance hypothesis (IDH) (Connell, are not only determined by the habitat conditions 1978; Townsend et al., 1997; Weithoff et al., 2001; sensu stricto (e.g., substrate and flow conditions), but Roxburgh et al., 2004; Johst & Huth, 2005). In are also influenced by other interacting factors, such as contrast, extreme disturbance events such as floods food availability, food quality, or DO concentration. lead to catastrophic drift, which not only removes For example, Quinn & Hickey (1994) reported that most resident fauna, but also reduces species diversity under hydraulic stress conditions, invertebrates (Poff & Ward, 1989; Townsend & Hildrew, 1994; see showed increased survivorship when food resources also Lepori and Hjerdt, 2006). Alternatively, the and DO conditions were not limiting. Moreover, the persistence of certain specialist species may depend on use of preferential habitat is influenced by intra- and the occurrence of such rare events. inter-specific interactions, such as colonization den- sity and predator presence. Hence, the composition of Mesohabitat conditions in meanders invertebrate assemblages results from changes in at intermediate flows habitat conditions occurring at different temporal scales, ranging from seasonal to daily modifications. As described in the ‘‘Hydro-morphologic processes in Meanders with known complex morphodynamics are meanders’’ section, meanders support a mosaic of therefore likely to exhibit a major impact on inverte- geomorphological units exhibiting various environ- brate diversity. mental conditions. The principal geomorphic units are riffles, runs, glides, and pools adjacent to the outer Linkages between habitat heterogeneity banks, point bars, straight banks at the cross-over and biodiversity stretch, and recirculation zones. Unique combinations of depth, mean velocity, velocity gradients, bed shear A positive correlation between biodiversity and hab- stresses, and substrate characterize these units itat heterogeneity and complexity is generally recog- (Harrison et al., 2011). At medium flow, and assuming nized (Downing, 1991; Huston, 1994). In freshwater stationary conditions, habitat suitability for benthic ecosystems, this often refers to heterogeneity of invertebrate species can be deduced from the charac- mesohabitats or geomorphologic units, as the mosaic teristic environments (Table 2). of water body types (e.g., main and secondary Riffles and runs are typified by high velocity, high channels, backwaters…) in alluvial plains (Johnston bed shear stress, and coarse substrate, but differ in flow & Naiman, 1987; Pringle et al., 1988), or the presence characteristics, as runs generally exhibit three-dimen- of complex habitats, such as dead wood accumulation sional flows. These mesohabitat units, with harsh flow or macrophyte patches (Benke et al., 1984; Schneider conditions but intense re-oxygenation rates, are usu- & Winemiller, 2008; Thomaz et al., 2008). In support ally colonized by rheophilic species that rely either on of hydraulics as one of the two influential habitat seston filtration (filter feeders) or phototrophic biofilm factors, high aquatic biodiversity and productivity has grazing (scrapers) (Pedersen & Friberg, 2007; Heino, also been associated with variability in flow condi- 2009). Streams with a coarse cobble substratum are tions. Cardinale et al. (2005) demonstrated, based on a dominated by rheophilic species that rely on CPOM survey of 83 streams, that a positive relationship (coarse particulate organic matter) trapped between between species richness and the net production of the cobbles (shredders). If sediments remain stable biomass only occurs in streams characterized by during the summer, aquatic macrophytes develop, highly variable discharge regimes. Indeed, in the benefitting from high sunlight penetration at the absence of flow variability, biotic diversity would stream bottom in these shallow sections (Wolfert 123 Hydrobiologia Table 2 Characteristics of geomorphic units at medium stable flow including a reversal of hydro-morphological process during peak flow, typical dominant invertebrate species, and feeding guilds Riffle Run Pool Glide Point bar Outer bank Straight bank Recirculation Depth Low Medium High Medium Low High Medium Medium Flow velocity High High Low Low Low- Medium–high Medium–low Gradient at low stagnant level Bed shear stress (low & High (uniform 2D) Highest (jet Lowest Low Low Medium–high Medium–low Very low medium flow) 3D) Grain size Coarse, armouring Coarsest Medium but Medium, Fine Eroded, Medium Very fine with coarsest Deposition of coarse grains larger grains Hydromorphologic process Scouring Scouring, Deposition Deposition Deposition Neutral– Neutral Accumulation during low and medium regressive (refilling) armouring of moderate of fines flow erosion largest grains erosion particles Hydromorphologic process Strong, deposits of Medium Scouring Medium Stabilisation Erosion, bank Moderate Stable at high flow material eroded from effect retreat erosion pools DO availability in benthic Not limiting Not limiting Limiting Not limiting Limiting Not limiting Not limiting Limiting boundary layera FPOM accumulationb Low Low Medium to high Medium High Trapped in Trapped in High vegetation vegetation or low or low CPOM accumulationb Low Low Medium to high Medium High Trapped in Trapped in High vegetation vegetation or low or low Typical species guild Rheophilic Rheophilic Limnophilic Rheophilic Limnophilic Limnophilic Limnophilic Limnophilic Limnophilic Rheophilic Rheophilic Rheophilic Semi- terrestrial Typical feeding guild Filter feeder Scraper Filter feeder Shredder Shredder Gatherer Gatherer Scraper Scraper Gatherer Scraper Gatherer Shredder Shredder Shredder Gatherer Gatherer Filter feeder Filter feeder In most cases, differences in vertical velocity gradients and shear stresses were not considered due to the difficulties in field determination (Dittrich & Schmedtje, 2006) a 123 Can be summer limited in all geomorphic units before sunrise if the river supports extensive submerged vegetation b Dependent on sediment size, i.e., coarser sediments have higher trapping efficiency Hydrobiologia et al., 2001). Macrophyte development results in a Outer banks of meanders are often artificially biodiversity peak due to diverse habitat conditions stabilized in order to prevent erosion. Embankments along pronounced lateral and vertical, and trapped made by rip-rap stones offer habitats with three- organic material from the margin toward the center of dimensional structure, which are physically very the macrophyte patch. In comparison, invertebrate stable and may protect invertebrates against fish diversity is significantly lower in submerged macro- predation or harsh hydraulic conditions. These habi- phyte patches located in pools, due to the absence of tats also offer abundant food resources, as stable stone high-flow microhabitats at the patch margin (Helesic surfaces facilitate undisturbed growth of phototrophic & Sedlak, 1995). biofilm, and CPOM and FPOM (Fine Particulate In contrast to riffles and runs, pools, glides, Organic Matter) is trapped in crevices between stones; recirculation zones, and point bars are characterized habitats of this nature generally host diverse assem- by lower velocity and bed shear stress, as well as finer blages (Shields et al., 1995; Schmude et al., 1998). A sediments. Therefore, DO concentration in the top- river restoration case study by Nakano & Nakamura sediment layer, where most benthic invertebrates are (2006) revealed that hydraulic conditions were mod- located, can be a limiting factor due to high biological erate in meander littoral habitats compared to straight oxygen demand by sediments with high organic reaches, which likely increased invertebrate densities content. Lotic invertebrates feeding on fine sediments and species richness. (collectors/gatherers), or CPOM (shredders) comprise It is not clear if erosional or depositional mesohab- a large proportion of the invertebrate assemblage in itat units exhibit higher benthic invertebrate diversity. these mesohabitat units. In pools and recirculation Reid et al. (2010) found that accumulation zones zones, sedimentation processes dominate, including exhibit higher diversity and abundance of benthic deposition of CWD (Coarse Woody Debris). Meander invertebrates, as well as greater abundance of sensitive sections with recirculation zones are especially effi- species, compared to erosive patches of a streambed. cient in trapping CWD, and consequently reduce However, Crosa et al. (2002) reported an opposite CWD travel distances in rivers (James & Henderson, trend in high gradient streams. In an alluvial gravel 2005). CWD deposition in pools or recirculation zones stream, pools were more diverse, however, riffles further increases substrate complexity in an environ- supported an increased abundance of benthic inverte- ment dominated by soft sediments. Trapped dead brates (Brown & Brussock, 1991). The inconsistency wood is colonized by biofilm, and provides habitat for may be due to local substrate differences, hydraulic specialized xylophagous species that are either closely conditions, river size, and biogeographical context. dependent on the presence of wood, or feed on wood The higher number of mesohabitat types in the directly (e.g., the caddisfly larvae Lype pheopa, or the meander increases the number of available ecological midge larvae Stenochironomus sp.) (Anderson, 1982; niches, and consequently, the overall species richness. Pereira et al., 1982; Schulte et al., 2003). Schneider Moreover, the spatial proximity of these mesohabitat and Winemiller (2008) report that CWD accumula- units (which are linked by primary and secondary flow tions form important habitat for invertebrates because pathways), allows easy migration among habitats in they offer flow refugia and organic matter trapped in a the mosaic. The mosaic of habitat conditions enables three-dimensional structure, increasing invertebrate the establishment of species populations, which shift abundance and diversity. habitats during larval growth, e.g., as the individuals Point bars are shallow depositional areas, which are become increasingly sensitive to hydraulic stress with transitionally inundated at higher flows and subject to increasing body size (Hildrew et al., 2007). In case of wetting and drying processes with changing water accidental drift, individuals can be trapped in one of levels. Because the bars alternately offer terrestrial, several sedimentation zones, from which they can wet and aquatic habitats, different specialized com- easily recolonize initial areas by upstream migration munities, associated with a range of moisture and (Lancaster et al., 1996). Hence, meanders are expected vegetation characteristics, alternate in point bars to exhibit high resilience of benthic invertebrate habitats according to water level fluctuations populations due to availability and connectivity of (Sendstadt et al., 1977). contrasted mesohabitats. 123 Hydrobiologia Microhabitats in meanders straight reaches as well as in meanders, however, the hydro-morphological complexity of meanders gener- Microhabitats are generally nested within mesohabi- ates much more transition zones, and increases local tats, and correspond either to transition zones between heterogeneity compared to that in straight reaches, mesohabitat units, or to hydromorphological hetero- increasing the potential for biodiversity. geneities inside the mesohabitat. Microhabitats are more directly dependent on short Flow refugia in meanders term water level fluctuations than mesohabitats. The dynamic nature of microhabitats has been described as Flow refugia are habitats subjected to low hydraulic the patch dynamic concept (Pickett & Thompson, stress even during high flow events; and organisms 1978; Townsend, 1989) which states that patches of inhabiting the refugia are minimally affected by harsh habitat created and constantly modified by natural hydraulic conditions (Winterbottom et al., 1997; disturbance regimes are essential to maintain biodi- Imbert & Perry, 1999; Rempel et al., 1999). The role versity. Microhabitat dynamics is probably more of refugia for benthic invertebrates has been well- important for invertebrate distributions, because its documented for various streams and rivers. For time scale matches that of an invertebrate life cycle, example, higher local invertebrate densities were while changes in mesohabitats occur at time scales observed in stream bottom patches identified as flow exceeding individual life cycles (Lancaster & Belyea, refugia after periods of high and fluctuating flow, 1997). while density in other patch types was reduced Microhabitats are numerous and diverse in mean- (Lancaster & Hildrew, 1993a). In the Upper Missis- ders, e.g., small size recirculation zones occur locally sippi River, unionids were determined to exploit areas behind macrophyte patches, large roughness elements of low boundary shear stress during high flow (Steuer (boulders or CWD) or along the bank due to bank et al., 2008; Zigler et al., 2008). Winterbottom et al. irregularities. Owing to water level fluctuations, these (1997) made similar observations in a small English structures evolve rapidly by growing, disappearing, or stream, where benthic invertebrates colonized changing their location. The recirculation zone itself is exposed refugium cages only during periods of high not homogeneous, as low flow occurs in the center of flow. the gyre and increases toward the margins, accompa- Flow refugia have been identified at all spatial nied by differential grain size sorting. This creates a scales. At the stream corridor scale, flow refugia may gradient in microhabitat conditions favourable for consist of backwaters, inundated floodplain areas, or species species of different body sizes, with different deep pools (Giberson & Caissie, 1998; Rempel et al., sediment size and/or oxygen requirements. Similarly, 1999; Negishi et al., 2002). Consistently, Negishi et al. transition zones between habitats are known to favor (2002) recorded increases in invertebrate densities and biodiversity, because transitions are rarely abrupt but species richness in backwaters and inundated habitats constitute a gradient of environmental conditions during high flow. Similarly, depths where maximum (Ward et al., 1999). For example, a gradient of invertebrate densities and species richness were decreasing velocity and increasing POM deposition detected changed from 1.5 m at low flow to 0.5 and occurs toward the center of a macrophyte patch, 0.2 m at peak flow in a large gravel-bed river (Rempel allowing colonization by both rheophilic and lentic et al., 1999). At the micro-scale, flow refugia are even species. more important in protecting invertebrates from high Microhabitats significantly increase biodiversity hydraulic shear stress, especially for sensitive species because they provide a wide range of environmental with low mobility (Lancaster & Belyea, 1997, conditions suitable to cover the specific ecological Lancaster, 2000). Nearby small-scale flow refugia requirements of various species. For example, Brooks can be detected by flow-sensitive invertebrate organs, et al. (2005) and Davy-Bowker et al. (2006) demon- and can be reached by the organisms within a short- strated that small-scale differences in hydraulic con- time period, whereas macroscale dead zones, includ- ditions inside riffles influence the spatial distribution ing newly wetted areas at stream margins or deep of benthic invertebrates by providing contrasting pools can only be reached by drift, depending on environmental conditions. Microhabitats exist in hydraulic pathways and sedimentation conditions. 123 Hydrobiologia Microscale flow refugia may be created by hydrau- (Mobes-Hansen, & Waringer, 1998; Lancaster, 1999). lic or geomorphological mechanisms. They may Alternatively, flow refugia can enable predation during appear in regions of recirculating flow like wake high flows, as prey and predators use the same refugium zones or eddies, which Way et al. (1995) demonstrated and are in close proximity (Felten et al., 2008). Thus, to be preferentially colonized by certain species, e.g., flow refugia in meanders influence the structure of caddisfly Hydropsyche orris. Microscale flow refugia biotic assemblages both directly and indirectly via the may also be found in crevices on the surface of large modulation of biological interactions. stable stones (Matthaei et al., 2000), accumulations of Rivers exhibit varying potential for flow refugia dead wood (Palmer et al., 1996), or artificial embank- due to geomorphic differences (Lancaster & Hildrew, ments that include rip-rap structures. As a conse- 1993b), within or outside meanders. Regrettably, we quence, these habitats, providing a large range of are not aware of any studies on the characteristic habitat conditions at microscale, harbor high numbers physical and hydraulic features of meanders leading to of invertebrate species differing in flow velocity the origin of flow refugia for benthic invertebrates. requirements (Growns, & Davis, 1994). However, based on information described above for Gore et al. (1994) described a patchy change in the origins of flow refugia, it can be expected that the near-substrate hydraulic conditions with increasing heterogeneity and proximity of mesohabitat units discharge in terms of both spatial and temporal (e.g., pools, recirculation zones, and vegetated banks) dimensions. Three types of local hydraulic modifica- will favor the availability of flow refugia during high tions during high flow can be identified: (i) patches flow, because hydraulic dead zones are proximate and where shear stress increases for a short duration only, easy for invertebrate individuals to reach by active then returns to its initial level; (ii) patches where shear migration, or by intentional or passive drift. In stress increases briefly, then decreases but stays higher straight-river reaches, biofilm and aquatic vegetation, than its initial level; and (iii) patches where shear as well as bedforms, i.e., dunes or riffles, also offer stress remains high during the entire flow peak varying flow conditions, including areas of low shear duration. These differences emphasize the complexity stress, which can serve as local flow refugia. However, of spatio-temporal interactions between flow and zones with recirculating flow constitute a typical river-bed, and support the formation of flow refugia feature of meanders. These features are relatively even in areas exposed to high flow. stable at different discharge levels, and therefore Studies have shown that flow refugia significantly provide functional transient storage for invertebrates reduce the loss of invertebrate populations during high drifted away during high flows. Furthermore, flows. Therefore, refugia have an influence on the increased retention efficiency occurs in meanders structure of biotic assemblages, and even ecosystem due to the influence of transversal flow on drift functioning (Sedell et al., 1990). Consequently, trajectories, which gain importance during high flows, invertebrates maintained in refugia facilitate a more effectively connecting retentive channel compart- rapid re-colonization of stream reaches that were ments with the sites for invertebrate drift, even from scoured and mostly deprived of their biota during high areas a significant distance upstream of the meander. flows (Fuller et al., 2010). Flow refugia are seen as a key factor structuring the micro-distribution of inver- tebrate populations, especially for those subjected to Conclusion daily changes in flow conditions (Sedell et al., 1990; Strayer, 1999; Fuller et al., 2010). Therefore, flow Several lines of evidence indicate that meanders refugia enable the persistence of species that would exhibit complex hydrodynamics that favor high bio- otherwise be unable to resist hydraulic stress diversity. However, comprehensive field studies that (Townsend et al., 1997a, b), leading to increases in provide direct confirmation are still lacking. Complex faunal diversity. Furthermore, flow refugia may act interactions among channel morphology, three- as a selective filter. Several authors have shown dimensional flow paths, and transported sediments that the ability to use refugia varies among species, foster a diverse mosaic of geomorphic units. These as a function of interactions between the size of units contain meso- and microhabitats with numerous refugia, and the body size and mobility of species combinations of depth, flow velocity, turbulence, 123 Hydrobiologia sediment particle size, sediment turnover frequency, trapped dead wood and macrophyte patches (Lorenz and availability of organic matter that can be exploited et al., 2009). However, few studies showed such a by benthic invertebrates. Invertebrate species diversity positive effect of re-meandering on invertebrate is also favored by the presence of habitats with a diversity or species abundance. Indeed, most restora- complex three-dimensional structure, including tion studies have not demonstrated any biodiversity woody debris or macrophytes, which are often found differences before or after restoration. This might be growing in the shallow parts of the meander. Temporal explained by unfavorable environmental conditions in variability of meso- or microhabitat conditions is the surrounding restored stream sections, which were especially marked in meanders due to the reversal in located in farmland or suburban areas (Biggs et al., hydro-morphologic processes during increasing or 1998; Friberg et al., 1998; Nakano & Nakamura, decreasing flow. Sediments and particulate organic 2008). In large urban or agricultural catchments, the matter are redistributed based on flow conditions remaining populations of sensitive species may be during high flow, shaping habitat conditions for small or extirpated. In such cases, species recoloniza- extended periods of time when flow is low. Hence, tion following habitat improvement/restoration may habitat dynamics in meanders results from a complex be delayed for a considerable amount of time. In recent interaction between flow and substrate along spatially studies evaluating restoration success, unfavorable and temporally nested gradients. environmental conditions in sites neighboring restored Meanders support a diversity of geomorphic units, areas have been identified as the primary problem which form a mosaic of closely neighboring habitats responsible for unsuccessful restorations (Ja¨hnig et al., that are linked by primary and secondary flow 2010; Palmer et al., 2010). Under unfavorable condi- pathways. The implication of such closeness is tions, enhancements of in-stream channel habitats important for benthic invertebrates considering their must be accompanied by efforts to mitigate other small size; this mosaic allows active migration among stressors, such as altered hydrology or degraded water habitats if a more suitable ecological niche is neces- quality. It is not appropriate to focus only on one sary following small-scale habitat modification or aspect of a restoration issue, e.g., channel re-config- recovery from incidental dislodgement. The complex uration and other stressors affecting biota must be and diverse mosaic habitat structure, including several addressed simultaneously. Kail & Hering (2009) habitat types that serve as flow refugia, occur within a found the geomorphic integrity of adjacent reaches relatively small spatial domain and constitute the key influenced the local ecological status, with near- meander characteristic. These meander habitat fea- natural reaches having a positive effect, and heavily tures provide high potential for biodiversity hot spots, degraded reaches a negative effect. This illustrates the as well as increased biota resilience toward natural or link between different spatial scales, and emphasizes anthropogenic disturbances. the need to maintain this bridge to succeed in river Consequently, re-creation of meander bends is an restoration. As clearly indicated, re-meandering favors ideal measure for river restorations that have been a variety of habitats at macro- and micro-spatial straightened in the past. Re-meandering of rivers scales, connected by complex flow pathways. Mean- already constitutes one of the most widely used dering will also mitigate, in the short-term, an existing approaches for river restoration (Kondolf, 2006). incision trend in the riverbed, and help to re-establish However, in many of these restoration projects, the river’s natural transport rate of sediment bed load. embankments fix the margins of the restored meander. Consequently, re-meandering should be a preferential While fixation of river channels is necessary in urban measure to enhance or preserve biodiversity of river settings, it should and can be avoided elsewhere. reaches. Lateral erosion and the resulting meander migration is a key mechanism for maintaining sediment supply and redistribution. This temporal variability of meanders is Perspectives of key importance for habitat diversity, and subse- quently biodiversity. Re-meandering has been shown Spatio-temporal interactions between hydro-morphol- to increase species richness in comparison to nearby ogy and biota are complex and scale-dependent. straightened reaches, especially due to the presence of Consequently, the various mechanisms leading to 123 Hydrobiologia high biodiversity are a challenge to disentangle. Benke, A. C., T. C. Van Arsdall Jr, D. M. Gillespie & F. Although the mechanisms acting at large spatial and K. Parrish, 1984. Invertebrate productivity in a subtropical backwater river: the importance of habitat and life history. temporal scales are relatively well-identified, small- Ecological Monographs 54(1): 25–63. scale habitat heterogeneity and dynamics, as well as Bernhardt, E. S., M. A. Palmer, J. D. Allan, G. Alexander, K. the influence on invertebrate individuals remains Barnas, S. Brooks, J. Carr, S. Clayton, C. Dahm, O. poorly understood. Hence, there is an urgent need to J. Follstad-Shah, D. Galat, S. Gloss, P. Goodwin, D. Hart, B. Hassett, R. Jenkinson, S. Katz, G. M. Kondolf, P. quantify mechanistic relationships between habitat S. Lake, R. Lave, J. L. Meyer, T. K. O’Donnell, L. Pagano, and biota at the local scale to understand how physical B. Powell & E. Sudduth, 2005. Synthesizing U.S. river attributes influence population dynamics at larger restoration efforts. Science 308: 636–637. spatial scales. Considering the strong relationship Biedenharn, D. S., C. M. Elliott & C. C. Watson, 1997. The WES stream investigation and streambank stabilization between invertebrate assemblages and flow dynamics, handbook. Workshop, U.S. Army Engineer Waterways and the various species response patterns based on Experiment Station (WES), Vicksburg. body shape and behavioral traits, we suggest that Biggs, J., A. Corfield, P. Gron, H. O. Hansen, D. Walker, M. future research should use inter-disciplinary and Whitfield & P. Williams, 1998. Restoration of the rivers Brede, Cole and Skerne: a joint Danish and British EU- integrative approaches to analyze the relationships LIFE demonstration project, V—short-term impacts on the between physical structure and biotic diversity. The conservation value of aquatic macroinvertebrate and need for a close collaboration between specialists in macrophyte assemblages. Aquatic Conservation-Marine hydrology, geomorphology, and ecology has already and Freshwater Ecosystems 8(1): 241–255. Bloesch, J., M. Schneider & J. Ortlepp, 2005. An application of been stressed, particularly in river restoration (Palmer physical habitat modelling to quantify ecological flow for & Bernhardt, 2006). Moreover, predictive modeling the Rheinau hydropower plant, River Rhine. Arch. should integrate the range of species response patterns Hydrobiol. Suppl. 158(1–2): 305–328. to flow variability and predict biotic assemblage Bournaud, M., 1963. Le courant, facteur e´cologique et e´tholo- gique de la vie aquatique. Hydrobiologia 21: 125–176. dynamics, rather than single species occurrences. Brooks, A. J., T. Haeusler, I. Reinfelds & S. Williams, 2005. Hydraulic microhabitats and the distribution of macroin- Acknowledgments The present review article is part of the vertebrate assemblages in riffles. Freswater Biology 50: project ‘‘An Environmental Fluid Dynamics Laboratory in the 331–344. Field: studies and numerical modeling of hydrodynamics, Brown, A. V. & P. P. Brussock, 1991. 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Journal of Hydraulic Engineering 136(9): Townsend, C. R., M. R. Scarsbrook & S. Dole´dec, 1997a. The 610–625. intermediate disturbance hypothesis, refugia, and biodi- Zigler, S. J., T. J. Newton, J. J. Steuer, M. R. Bartsch & J. versity in streams. Limnology and Oceanography 42(5): S. Sauer, 2008. Importance of physical and hydraulic 938–949. characteristics to unionid mussels: a retrospective analysis Townsend, C. R., M. R. Scarsbrook & S. Dole´dec, 1997b. in a reach of large river. Hydrobiologia 598: 343–360. Quantifying disturbance in streams: alternative measures 123 +DELOLWDWLRQVVFKULIW0DUWLQ3XVFK BBBBBBBBBBBBBBBBBBBBBBBBBBBB ϯ͘Ϯ ^ĐŚǁĂůď͕͕͘WƵƐĐŚ͕D͘d͘;ϮϬϬϳͿ͗,ŽƌŝnjŽŶƚĂůĂŶĚǀĞƌƚŝĐĂůŵŽǀĞŵĞŶƚƐŽĨ ƵŶŝŽŶŝĚŵƵƐƐĞůƐ;ŝǀĂůǀŝĂ͗hŶŝŽŶŝĚĂĞͿŝŶĂůŽǁůĂŶĚƌŝǀĞƌ͘:ŽƵƌŶĂůŽĨƚŚĞ EŽƌƚŚŵĞƌŝĐĂŶĞŶƚŚŽůŽŐŝĐĂů^ŽĐŝĞƚLJϮϲ͗ϮϲϭʹϮϳϮ J. N. Am. Benthol. Soc., 2007, 26(2):000–000 2007 by The North American Benthological Society Horizontal and vertical movements of unionid mussels in a lowland river 1 2 Astrid N. Schwalb AND Martin T. Pusch Leibniz-Institut fu¨r Gewa¨ssero¨kologie und Binnenfischerei, Mu¨ggelseedamm 310, 12587 Berlin, Germany Abstract. Abstract.Freshwater mussels are important constituents of freshwater ecosystems, yet much of their basic biology remains to be examined. The behavior of 3 species of unionid mussels (Unio tumidus, Unio pictorum, and Anodonta anatina) was examined in the lowland River Spree (Germany). Mussels were marked individually, and their positions on the sediment surface and depth below the sediment surface were recorded weekly between May and October 2004. The average rate of horizontal movement was 11 6 15 cm/wk (mean 6 1 SD). The direction of the movements seemed erratic; however, a significant net shoreward displacement of ;17 cm, possibly caused by rising water levels, was observed during the study. A surprisingly high percentage of the mussels (74 6 7%) was burrowed entirely in the sediment to depths as great as 20 cm during the summer. Smaller mussels and individuals not infested by the zebra mussel, Dreissena polymorpha, burrowed deeper in the sediments than larger or infested mussels. Burrowing reduced infestation densities in a laboratory experiment. Significantly more U. tumidus individuals were found on the sediment surface during the reproductive period in early summer than in late summer, suggesting that reproductive activity may influence burrowing. Burrowing was significantly related to current velocity (discharge), day length, and water temperature (multiple linear regression, R2 ¼ 0.74, p , 0.001), but current velocity appeared to be the dominant factor driving vertical movements (R2 ¼ 0.53, p , 0.01). We propose that movement behaviors are important adaptations of unionid mussel populations to the flow and food conditions in rivers. Movement behavior also may help unionids escape predators and control infestation by D. polymorpha. Key words: freshwater mussels, Unionidae, behavior, locomotion, vertical distribution, discharge, sediment, Unio tumidus, Dreissena polymorpha. Mussels are an important component of freshwater addition, mussel burrowing activities cause bioturba- ecosystems. They constitute up to 90% of benthic tion of sediments, which increases the O2 content of invertebrate biomass (O¨ kland 1963, Negus 1966, Pusch the sediment and influences the release of sediment- et al. 2002) and influence aquatic ecosystems in many borne nutrients to the water column. Burrowing also ways. As suspension feeders, freshwater mussels are may protect unionids from infestation by epizoic an important link coupling the pelagic and benthic Dreissena polymorpha (Pallas) and remove already zones because they clear suspended particles from the attached D. polymorpha (Nichols and Wilcox 1997, water column, thereby decreasing phytoplankton Burlakova et al. 2000). However, we lack detailed biomass (Welker and Walz 1998, Ackerman et al. knowledge of these sediment-related processes, and 2001, Pusch et al. 2001). Freshwater mussels redirect this lack is a significant gap in our understanding of nutrients and organic matter from the pelagic to the the functional role of unionid mussels in aquatic benthic food web through biodeposition of feces and systems (Vaughn and Hakenkamp 2001). Mussels traditionally have been viewed as sessile pseudofeces. Exposed shells at the sediment surface animals, despite the observation of tracks created by provide habitat for epizoic and epiphytic organisms unionid mussels moving horizontally on the sediment and for many invertebrate species, which can reach surface. It was believed that mussels would move only high densities in mussel beds (Brunke et al. 2002). In to avoid adverse conditions such as exposure to air 1 Present address: Department of Integrative Biology, during low water levels and cold winter temperatures University of Guelph, Guelph, Ontario N1G 2W1, Canada. (Mentzen 1926, Engel 1990). However, studies have E-mail: [email protected] suggested a connection between aggregations of 2 E-mail address: [email protected] mussels and reproduction (e.g., Pichocki 1969, Amyot 32 2007] UNIONID MUSSEL MOVEMENTS 33 and Downing 1998). For example, Anodonta sp. ments of the most abundant species, Unio tumidus individuals move closer together during the summer (Philipsson). spawning season (Burla et al. 1974). Recent studies have documented seasonal migration in both the Methods vertical (Amyot and Downing 1991, 1997, Balfour Study area and Smock 1995, Watters et al. 2001, Perles et al. 2003) and horizontal directions (Amyot and Downing 1997, Field observations were conducted in the River 1998). Adults apparently migrate vertically and Spree, a lowland river in northern Germany, that emerge at the sediment surface during the reproduc- originates in the Lusatian mountains (Saxony, Ger- tive period (Balfour and Smock 1995, Watters et al. many) and flows for 380 km through several shallow 2001), whereas juvenile mussels (,3 y) always remain lakes to its confluence with the River Havel in Berlin within the sediment (Balfour and Smock 1995). (Welker and Walz 1998). The study reach was part of a Horizontal movements also might bring animals of 6th-order river section called the Mu¨ggelspree, chosen the opposite sex closer together during spawning for its high density of unionid mussels (up to 350 ind./ (Amyot and Downing 1998). Aggregations are impor- m2; Pusch et al. 2002, this study), which is linked to tant for reproduction because the sperm of dioecious high seston concentrations and the absence of cata- species (Wa¨chtler et al. 2001) are released into the strophic floods. The study site was 45 km east of water by males and taken up by females. Fertilization Berlin, ;400 to 500 m downstream of the GroßeTra¨nke 0 00 of the eggs and development to a parasitic larval stage weir near the city of Fu¨rstenwalde (lat 52822 20 N, 0 00 (glochidium) take place in the suprabranchial cham- long 13859 54 E). As a result of channelization in the th bers of females. Spawning may occur several times per early 20 century, the river channel is roughly season in European Unio species (Hochwald and Bauer trapezoidal in profile, with a mean width of 27 m 1990), and Anodonta cygnea (Linnaeus) specifically (18–40 m) and water depths ranging between 0.7 and 3 releases a portion of glochidia when a potential host 2.3 m. River discharge varied between 2.5 m /s in 3 fish species is nearby (Bauer 2001). Thus, adult mussels summer and 21.2 m /s in winter 2004. Water depth is must move to the sediment surface—at least with the strongly influenced by massive macrophyte growth in posterior part of their valves—for sexual reproduction downstream reaches and, therefore, varies partially and larval release into the surface water. independently of discharge. The sediment consists ¼ Studies of movements of unionid mussels may almost exclusively of sand (mean particle size [D50] 6 provide important clues for understanding their 0.42 0.12 mm). In some locations, the sediment functional role in aquatic ecosystems. Environmental contains a hard layer of bog-iron ore, i.e., sand glued factors, such as temperature and day length, influence together by Fe(III)-hydroxide/oxyhydrate, which is seasonal variation in vertical and horizontal move- created by precipitation processes when anaerobic ments of unionid mussels (Amyot and Downing 1997, ground water entering the river reaches oxygenated Watters et al. 2001, Perles et al. 2003) and are likely to river sediments. The Mu¨ ggelspree is considered have the same effects on mussels in both lentic and eutrophic. Total N concentrations ranged between 0.7 l lotic systems. However, other factors, such as dis- and 1.9 mg/L, total P ranged between 74 and 187 g/ L, and chlorophyll a concentrations ranged between 14 charge, are specific to lotic systems. Discharge and l velocity can be highly variable in streams, exposing and 82 g/L in 2004. The Mu¨ggelspree holds small to mussels to different flow velocities and bottom shear moderate populations of otter (Lutra lutra) and the Ondatra zibethicus stress, and might affect burrowing behavior (Di Maio nonindigenous species muskrat ( ) and mink (Mustela vison), all of which are potential and Corkum 1995, Strayer 1999). Most recent studies predators of unionid mussels. concerning vertical or horizontal movements of union- ids were conducted in lakes (Amyot and Downing Horizontal and vertical movements 1991, 1997, Saarinen and Taskinen 2003), creeks (Balfour and Smock 1995), or artificial systems Horizontal and vertical movements of mussels were (Watters et al. 2001, Perles et al. 2003 [in part]). To studied simultaneously in a 3 3 3-m permanently the best of our knowledge, no study has examined marked study area (area A) .3.5 m from shore. Water horizontal movements of unionid mussels in a depth varied between 0.5 to 1 m (early May) and 1.5 to lowland river. The purposes of our study were to 2 m (mid-July). Area A was divided into nine 1-m2 quantify horizontal movements of unionid mussels in quadrats marked only by short metal stakes, so that the lowland River Spree and to examine how mussels could move freely. Mussels on the sediment environmental factors influenced the vertical move- surface were mapped weekly between 8 May and 4 34 A. N. SCHWALB AND M. T. PUSCH [Volume 26 September and on 2 October 2004. During sampling, a remaining quadrats were examined in late summer 1-m2 aluminum frame, subdivided into 25 3 25-cm (28 August–4 September). In quadrats sampled in subquadrats, was placed temporarily over each of the June, mussels on the sediment surface and burrowed nine 1-m2 quadrats with the help of a professional mussels were identified and measured. In quadrats SCUBA diver. The grid was used to determine the sampled between July and September, the depth of position of all mussels visible at the sediment surface each individual in the sediment (0–5, 5–10, 10–15, or and was removed after mapping was completed. 15–20 cm) was recorded. Unionids were identified to All mussels on the sediment surface in area A were species and measured (shell length), the number of labeled individually using numbered plastic labels epizoic D. polymorpha) per mussel was recorded, and t (Dymo ) that were glued to the posterior part of a the mussels were returned to the sediment. All mussels valve. Shell length of each mussel was measured (61 found in the upper sediment layer (0–5-cm depth) mm) using calipers, species was determined, and were defined as epibenthic (surface-dwelling) mussels. individuals were returned to the 25 3 25-cm subquad- rat where they were found. On each subsequent Laboratory experiments sampling date, any unmarked mussels were mea- Unio tumidus and D. polymorpha were collected in the sured, identified to species, and labeled. The identifi- littoral zone of Lake Da¨meritz (lat 5282501400 N, long cation numbers of recovered mussels were recorded, 1384305300 E), which is part of the River Spree. All and all individuals were returned to their original individuals were transported to the laboratory within location. Additional sampling was done on 21 August 1 h of collection in cooled plastic boxes filled with to determine if labeled mussels had moved from the water and were placed in aerated aquaria or plastic study area ( 2 m) or had burrowed into the sediment tanks with a sediment layer that allowed mussels to in the study area (1 subquadrat was sampled). On 2 burrow. Experiments were carried out within 1 wk October, all mussels were removed from the sediment after collecting the mussels. Mussels were fed once a to determine the total (labeled and newly encountered day with dried and ground nettles (Neudorff Ltd., individuals) number of mussels within the study area. Emmerthal, Germany), which is easily accepted by The distance traveled by a mussel between encoun- unionid mussels as food and is commercially available ters was taken as the shortest distance between the with a constant composition. centers of the subquadrats in which a mussel was Experiment 1 was designed to investigate the found. The total number of mussels visible on the influence of mussel size (shell length ¼ body length) sediment surface on each sampling date and the total on burrowing depth. Twenty large (.6 cm) and 20 number of individuals within the study area on 2 small (,5 cm) U. tumidus were distributed evenly in a October were used to calculate the percentages of plastic tank (180 L) with their anterior ends placed burrowed mussels during the study period, assuming gently in a 10-cm layer of sandy sediment. The that the number of mussels in the study area remained posterior ends of large individuals were marked to constant. The average length of time during which permit differentiation from small individuals when mussels disappeared and were assumed to have they were partially burrowed. The tank was aerated burrowed into the substrate was calculated based on continuously and kept outdoors (temperature 10– data from 35 individuals found in the center 1 3 1-m 208C). The burrowing depth of all mussels was quadrat of the study area between 8 May and 12 June. recorded as the proportion (0–25, 25–75, 75–100, or This conservative estimate ensured that any disap- .100%) of the valve length buried after 24 and 48 h. pearance was the result of burrowing rather than of Differences in the burrowing depth of the 2 groups migration from the study area. were examined using a v2 test. Experiment 2 was designed to investigate the Vertical distribution of mussels in the sediment influence of D. polymorpha infestation on burrowing The vertical distribution of mussels in the sediment depth of unionids. Forty U. tumidus (6.9 6 0.6 cm) was examined in ten 1-m2 quadrats within a 9 3 3-m were distributed among 6 aquaria. Twenty mussels area (area B) that was more densely populated than were labeled individually, and D. polymorpha were area A. Area B was 5.5 m from shore and ;100 m allowed to attach to their valves over a period of 24 to upstream of area A. Quadrats were chosen randomly 48 h (cf. Haag et al. 1993), resulting in a mean within area B; no quadrat was sampled twice. Seven infestation density of 16 6 7(mean6 SD) D. quadrats were sampled in early summer (8 June–7 polymorpha ind./U. tumidus ind. This infestation August 2004) during the reproductive period of the density was much higher than the mean infestation most abundant species (U. tumidus), and the 3 density found in the field (1 6 2 D. polymorpha ind./U. 2007] UNIONID MUSSEL MOVEMENTS 35 tumidus ind.; n ¼ 1803). All mussels were put in a months (H ¼ 1.9, p . 0.05, df ¼ 4) because of high plastic tank (180 L) as described above. The burrowing variability among individuals. However, mean dis- depth of all mussels was recorded after 24 and 96 h. tance moved increased slightly (from 8 cm to 11 cm/ wk or 1.5–2 body lengths) between May and October. Statistical analyses Mean movement rate was significantly related to temperature and increased by 0.5 6 0.07 cm/8C(R2 v2 tests were used to compare differences in the ¼ 0.95, p , 0.01; Fig. 1). number of mussels at different burrowing depths The direction of the horizontal movements of (experiments 1 and 2) and to compare the number of mussels seemed erratic. Mussels frequently turned individuals that moved toward vs away from the back in the direction from which they came and shore (River Spree). For all other analyses, the crossed subquadrats twice (Fig. 2). However, mean Kolmogorov–Smirnov and Shapiro–Wilk test for displacement was 17 cm shoreward over the entire smaller sample sizes (n , 20) were used to determine study period, and significantly more mussels moved whether the data were normally distributed. If data toward the shore than away from the shore (v2 ¼ 38, p were not normally distributed, nonparametric tests 1 , 0.01, n ¼ 333). No significant upstream or were used (e.g., Spearman rank correlation instead of downstream movement was detected. Pearson correlation). The horizontal distances moved Labeled mussels were found as far as 2 m outside were compared among species with a Kruskal–Wallis the boundary of area A and were found burrowed in test. A Wilcoxon test was used to compare infestation the sediment within the study area (based on 1 densities of D. polymorpha between adjacent depth subquadrat sampled) on 21 August. On average, 40 layers because the data were not independent. Mann– 6 13% of the mussels found on the surface on one Whitney tests were used to determine whether 1) the sampling date appeared on the surface within the percentage of mussels on the sediment surface differed study area on the subsequent sampling date. Given between early and late summer, and 2) the lengths of that 90% of the mussels moved ,25 cm/wk, it is likely burrowed mussels differed between the 0–5-cm sedi- that ;½ of the mussels burrowed every week. In many ment layer and deeper layers. Stepwise multiple linear cases, mussels disappeared for several weeks (3 6 2 regression analysis was used to examine the relation- wk, n ¼ 35). ship between surface densities of mussels and water temperature, day length, discharge, and water level. Vertical movements and environmental factors Results Mean unionid density on the sediment surface of area A was 17 6 8 (range ¼ 4–27 ind./m2; Fig. 3A), Horizontal movements whereas the estimated percentage of burrowed mus- Densities of unionid mussels in areas A and B sels was 43 6 26% (range ¼ 20–92%; Fig. 3B). The ranged from 22 to 289 ind./m2. In area B, U. tumidus highest surface densities (.20 ind./m2) were found had the highest mean density (156 6 79 ind./m2, mean between early June and mid-August, but these peaks 6 SD), and densities of Unio pictorum (Linnaeus) and were interrupted by a sharp decline between 10 July Anodonta anatina (Linnaeus) were lower (18 6 9 and 11 and 17 July, when surface density decreased from 24 to 6 6 ind./m2, respectively). 11 ind./m2 (Fig. 3A). The lowest surface densities were A total of 759 mussels was labeled. Of these labeled found in early May and from the end of August to mussels, 544 (72%; U. tumidus: n ¼ 428, U. pictorum: n ¼ early October (the end of the study period). Many 26, A. anatina: n ¼ 90) were encountered at least twice, marked mussels (396/759 marked individuals) were i.e., recaptured at least once (Table 1), so that the found burrowed in the sediment in early October (Fig. distance they had moved could be calculated. Fourteen 3B). labeled mussels were later found dead, but only 4 of Discharge varied considerably during the study those had not been recaptured alive at least once. period (range ¼ 2.5–13.9 m3/s). The greatest flows Mussel movement rate varied between 0 and 226 cm/ occurred in May and September (Fig. 3C). Water wkandaveraged116 15 cm/wk (n ¼ 544). temperature increased from 15 to 238C between May Approximately 90% of the mussels moved between 0 and August and decreased again to a low of 138Cin and 25 cm/wk, and some individuals (19%) always October (Fig. 3D). The sudden decrease in mussel were found in the same 25 3 25-cm subquadrat. No surface density in July (Fig. 3A) was paralleled by an significant differences in the distances moved were increase in river discharge (from 5.2 to 9.1 m3/s; Fig. found among species (Kruskal–Wallis-test, H ¼ 4.3, p . 3C), and by a slight decreases in water temperature 0.05, df ¼ 2), size classes (H ¼ 5.0, p . 0.05, df ¼ 4), or (from 19.7 to 18.88C; Fig. 3D) and day length (from 16.5 36 A. N. SCHWALB AND M. T. PUSCH [Volume 26 TABLE 1. The number of newly marked and recaptured individuals in area A of the River Spree in 2004, and the frequency of subsequent recaptures for individuals marked on a sampling date. No. of individuals No. of times a mussel was recaptured Date Recaptured Newly marked 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 8 May 0 63 0 5 3 8 12 3 8 10 5 3 3 0 0 2 1 22 May 26 79 11 6 5 9 13 5 12 9 2 4 1 1 0 1 29 May 72 93 13 11 16 18 12 7 8 4 1 2 1 5 June 109 87 16 21 16 14 8 4 3 5 12 June 124 68 8 13 13 8 9 5 9 1 1 0 1 19 June 136 57 9 12 13 9 6 6 1 1 26 June 176 64 27 18 4 8 1 3 3 3 July 192 40 10 11 8 7 3 0 1 10 July 179 39 15 11 4 4 3 1 1 17 July 76 20 13 4 2 1 0 0 24 July 122 30 12 9 6 2 0 1 7 August 186 39 25 11 2 0 1 14 August 189 40 25 10 4 1 21 August 157 21 17 3 1 28 August 64 9 7 2 4 September 31 6 3 3 2 October 31 4a Total 759a 211 150 97 89 68 35 46 30 9 9 6 1 0 3 1 a Does not include 177 burrowed individuals to16.2h;Fig.3E).Astepwisemultiplelinear the study period. Discharge alone explained 53% of the regression (corrected R2 ¼ 0.74, p , 0.001) showed variation in mussel density (R2 ¼ 0.53, p , 0.01; Fig. 4), that the dynamics in surface densities of mussels but water level was rejected as an additional predictor during the study period could be largely explained by because it was correlated with discharge (Spearman r discharge (b [slope] ¼ 1.6 6 0.5 [SE], p , 0.01), day ¼ 0.63, p , 0.01; Figs 3C, F). length (b ¼ 2.4 6 0.01, p , 0.01), and water temperature (b ¼ 1.0 6 0, p , 0.05) (compare Fig. 3A Vertical distribution in the sediment with Figs 3C–E). Note that regression results are valid River Spree.—A total of 1803 individuals (1516 U. only within the ranges of water temperature (13.5– tumidus, 182 U. pictorum, 105 A. anatina) was found in 8 23.2 C) and day length (12.0–16.8 h) observed during area B, and 74 6 7% (range ¼ 61–84% in individual 1- m2 plots) of the mussels were found completely burrowed. Individuals of all 3 species were found as far as 20 cm below the sediment surface. Most mussels (70 6 16%) were found within the first 10 cm below the sediment surface. Nearly ½ of the mussels (45 6 18%; n ¼ 7 quadrats) were in the 5–10-cm depth layer, whereas 25 6 7% were in the 0–5-cm depth layer, 17 6 8% were in the 10–15-cm depth layer, and 13 6 12% were in the 15–20-cm depth layer. The percentage of burrowed U. tumidus individuals varied seasonally. In area A, surface densities were highest from June to mid-August (mean ¼ 22 ind./m2) and lower in May (12 ind./m2) and from late August to October (9 ind./m2). In area B, significantly higher percentages were observed on the sediment surface from June to early August (30 6 8%) than from late 6 FIG. 1. Linear regression for mean (61 SE) distance August to early September (16 3%) (Mann–Whitney ¼ , ¼ moved/mo as a function of mean monthly temperature. n test for small sample size, U 6, p 0.05, n 10). ¼ 96 (May), 539 (June), 555 (July), 590 (August), and 62 Vertical distribution varied with size class (Fig. 5). (September and October). On average, mussels of all species in the 0–5-cm 2007] UNIONID MUSSEL MOVEMENTS 37 FIG. 2. Examples of movement patterns of 6 individuals (Unio sp. and Anodonta anatina) during the study period. Changes in positions are shown with the respective recording dates. sediment layer were ;1 cm larger than mussels in the completely burrowed (v2 test with continuity correc- ¼ v2 ¼ ¼ v2 ¼ deeper sediment layers (Mann–Whitney test, z 13.6, p tion; after 24 h: 1 6.4, p 0.01; after 48 h: 1 6.8, p , 0.01, n ¼ 1459). The percentage of all individuals in , 0.01; n ¼ 40). the .5-cm size class that was in the 0–5-cm depth layer (38 6 6%) was significantly larger than the Dreissena polymorpha infestation density percentages of all individuals in the ,3-cm and 3–5-cm size classes that were in the 0–5-cm depth layer River Spree.—Dreissena polymorpha infestation densi- ¼ 6 (Wilcoxon test, z ¼ 2.2 and 2.4, p , 0.05, n ¼ 7). No ty was generally low (U. tumidus: mean 1 2 D. ¼ ¼ significant differences in the vertical distributions of polymorpha ind./unionid ind., range 0–15, n 1514; ¼ 6 ¼ ¼ individuals within size classes were found in the 5–20- U. pictorum: mean 1 1, range 0–6, n 182; A. ¼ 6 ¼ ¼ cm depth layers (Fig. 5). anatina: mean 2 4, range 0–26, n 105). Fifty to Experiment 1.—Burrowing depth differed between 66% of the individuals of all 3 species were not infested mussels in small and large size classes. Large mussels by zebra mussels. Infestation density tended to be (.6 cm) burrowed deeper than small (,5 cm) mussels. lower on mussels in the 5–20-cm depth layers than on All mussels burrowed 25% of their valve length after mussels in the 0–5-cm depth layer. Infestation density 48 h. Eight large and 0 small mussels burrowed 25– on U. tumidus individuals in the 3.0–4.9-cm and 5.0– 75% of their valve length, 9 large and 8 small 6.9-cm size classes was significantly greater in the 0–5- individuals burrowed 75–100% of their valve length, cm depth layer than in the 5–20-cm depth layers and 3 large and 12 small individuals burrowed .100% (Wilcoxon test, z ¼ 2.4 and 2.0, p , 0.05, n ¼ 7; Fig. 6). of their valve length in the sediment. The differences in Experiment 2.—Burrowing depth did not differ v2 ¼ burrowing depths were significant (after 24 h: 2 between mussels with or without epizoic D. polymor- ¼ v2 ¼ , ¼ v2 8.8, p 0.01; after 48 h: 2 13.5, p 0.01; n 40). pha after 24 h and 96 h ( test with continuity v2 ¼ ¼ ¼ Significantly more small than large mussels were correction, 1 1.8, p 0.2, n 40). However, fewer 38 A. N. SCHWALB AND M. T. PUSCH [Volume 26 FIG. 4. Linear regression for surface density of unionid mussels and discharge (y ¼ 2.6x þ 34). mussels with than without epizoic D. polymorpha (4 vs 9 ind.) were completely burrowed after 24 and 96 h. Infestation density was negatively correlated with burrowing depth (Spearman r ¼ 0.85, p , 0.01), i.e., the lower the infestation density, the deeper unionid mussels were burrowed. Mean infestation density decreased from 16 6 7 D. polymorpha ind./U. tumidus ind. at the beginning of the experiment to 9 6 6 D. polymorpha ind./U. tumidus ind. at the end of the experiment. Discussion Vertical distribution and vertical movements All mussels found in the 0–5-cm depth layer were defined as epibenthic, but juvenile mussels in this layer probably were burrowed rather than on the sediment surface. Juvenile unionid mussels remain burrowed in the sediment for the first 2 to 4 y of life (e.g., Hochwald and Bauer 1990). Adult mussels also burrow in the sediment (e.g., Amyot and Downing 1991). In partic- ular, high percentages of burrowed adult mussels typically are found during winter months (Amyot and Downing 1991, Balfour and Smock 1995). The estimat- ed percentage of burrowed mussels (juveniles and adults) in area A in the River Spree in the summer was FIG. 3. Density of unionid mussels on the sediment surface of area A (A), estimated percentage of burrowed mussels (B), discharge (C), water temperature (D), day length (E), and water level (F) during the study period. The percentage of burrowed mussels was estimated based on surface density and the total number of mussels in area A at the end of the study period. 2007] UNIONID MUSSEL MOVEMENTS 39 FIG. 5. Vertical distribution of Unio tumidus in several shell-length categories. Columns represent the mean (61 SE, n ¼ 7 quadrats) percentages of each size category (relative to the total number of individuals in the size category) found in each sediment depth layer. FIG. 6. Mean (61 SE, n ¼ 7) number of epizootic Dreissena polymorpha/Unio tumidus individual in shell-size categories in 2 sediment depth layers in the River Spree. * ¼ significant differences between sediment depths (Wilcoxon test, p , 0.05, n ¼ 7). 40 A. N. SCHWALB AND M. T. PUSCH [Volume 26 43 6 26%, and the percentage of burrowed mussels distribution between size classes also may reflect found in area B was 74% 6 7%. The percentage of differences between the juvenile stage, which is burrowed mussels in area B was surprisingly high, but characterized by permanent burial in sediment, and agrees with earlier estimates of ;80% from a different the adult stage, which is characterized by alternating section of the River Spree during the summer (Pusch et periods of burrowing and surfacing related to repro- al. 2002). Thus, a major part of the unionid population duction. was not visible at the sediment surface, and this result The large number of mussels found in the sediment should be considered when planning or implementing in early October in area A indicates that, at least at that conservation strategies (i.e., relocation efforts). Specif- time, most mussels that were not visible on the ically, surveys may strongly underestimate actual sediment surface had burrowed in the sediment rather population sizes and, thus, may fail to protect than moved outside of the study area. This result is in endangered or threatened species (cf. Smith et al. agreement with other studies that have shown that 2001). unionid mussels emerge at the sediment surface in No mussels were found .20 cm below the sediment spring and burrow again before winter, with the surface. A hard layer of Fe(III)-hydroxide/oxyhydrate specific timing influenced by local climate conditions 2 found in one 1-m plot at ;10 cm sediment depth (Amyot and Downing 1991, 1997, Balfour and Smock might have prevented mussels from burrowing deep- 1995). Vertical movements in the River Spree, as er. However, the lower limit of the mussels’ vertical indicated by changes in mussel density on the distribution is probably a consequence of low dis- sediment surface, were influenced by discharge, day solved O2 (DO) concentration in deeper sediment length, and water temperature, which together ex- layers. Unio crassus was found as much as 30 to 35 cm plained 74% of the variation in mussel density. In other below the sediment surface in sediments with rela- studies, water temperature (Amyot and Downing tively high DO concentration (21–25% saturation 30 1997), day length (Perles et al. 2003), or an inseparable cm below the sediment surface) in 2 streams in combination of these 2 variables (Watters et al. 2001) northern Germany (Engel 1990). However, in the were listed as the primary factor determining burrow- ; Mu¨ggelspree, DO decreases to 30% saturation 7 cm ing. Hence, the proximal control of vertical migration below the sediment surface (Gu¨cker and Fischer 2003) is not fully understood. and to 7% saturation 20 to 30 cm below the sediment In the River Spree, water temperature per se was not surface even in mid-channel sediments (ANS, personal a proximal factor controlling mussel behavior. How- observation). The low DO concentration at greater ever, changes in water temperature appeared to be sediment depth in the Mu¨ggelspree may also explain important because the highest (early June) and the the significantly lower infestation density on U. lowest (early September) surface densities of unionids tumidus (of sizes 3.0–6.9 cm) in deeper (5–20 cm) were observed at similar water temperatures (18.28C sediment layers than in the upper sediment layer (0–5 and 18.68C, respectively). In contrast, discharge ap- cm). Dreissena polymorpha has poor tolerance for low peared to be the most important factor affecting DO concentrations (Nichols and Wilcox 1997). Other burrowing activity. The sudden decrease in surface explanations for the lower infestation density of D. density associated with high discharge in July is not polymorpha on unionids that are deeper in the likely to be explained by any other variable considered sediments are possible (Nichols and Wilcox 1997, in our study. Our observations support the hypothesis Karatayev et al. 1997), but it seems clear that D. that mussels may circumvent dislodgement during polymorpha doesnotstronglyaffecttheunionid extreme flows by burrowing deeper into the sediment population (including their burrowing activity) in the (Di Maio and Corkum 1995), and our results suggest River Spree. that flow velocity may be the dominant factor driving The vertical distribution of unionid mussels differed vertical movements of riverine unionid populations. with mussel size. Significantly more large (.5 cm) , than small ( 5 cm) individuals were found in the Horizontal movements upper sediment layer (0–5-cm depth) in the river, and this pattern was reflected in the higher burrowing Horizontal movements were detected only if mus- activity of small than large mussels in experiment 2. sels moved from one subquadrat (25 3 25 cm) to The laboratory results suggest that the differences in another and, therefore, distance moved was underes- the vertical distribution between small and large timated by the spatial resolution of our observational mussels observed in the field were the result of method. The longest distance moved by a unionid variations in behavior rather than of passive burial mussel in our study was 226 cm/wk. Thus, unionid by shifting sediments. The differences in vertical mussels are capable of moving long distances (i.e., ;40 2007] UNIONID MUSSEL MOVEMENTS 41 body lengths) in a relatively short time, a result that agrees with the presence of long tracks that have been observed in the sandy sediment of the River Spree, especially during low water levels in summer (ANS, personal observation). Long tracks also have been observed in several lakes (maximum mean length of crawling tracks ¼ 1.9 6 2 m; Saarinen and Taskinen 2003). Nevertheless, the mean distance moved within the River Spree population was only 11 cm/wk, and many mussels did not move at all. We are not aware of Burla 1971, Burla et al. 1974 any comparable data for river-dwelling mussels. ; However, Elliptio complanata moved 5.6 cm/wk in a e st 84 Balfour and Smock 1995 26 This study 89 90 This study 1 -order stream (Balfour and Smock 1995) and 4.2 cm/ 428 This study wk in an oligotrophic lake (Amyot and Downing No. of individuals Study 1997), whereas Anodonta sp. moved between 15 and 45 cm/wk in Lake Zu¨rich (Burla 1971; Table 2). Thus, the 2 2 2 horizontal distances moved in the River Spree deviate 2 2 little from the distances reported for different unionid Spatial species in other aquatic systems. However, there are 0.0625 m 0.0625 m 0.25 m 0.0625 m resolution body length. evident differences in the horizontal movement dis- Exact position 527 Amyot and Downing 1997 ¼ tances among genera, especially when normalized by body length (Table 2). Collectively, these results plots 0.01 m indicate that unionids can move considerable distances 2 2 2 (e.g., 2 body lengths/wk; our study) during the 2 2 2 summer months. Little to no movement has been Study area 100 m reported in winter (Burla 1971). The unionid population in the River Spree showed a d slight net shoreward movement. The shoreward movement does not appear to have been part of a 0.4 76 1-m 1.0–3.1 seasonal horizontal migration, as has been found in Anodonta cygnea other studies (Burla 1971, Engel 1990), because a and change in the net direction of the mussels’ movements c b was not noted until the end of the study period. The 15–45 Mean distance moved ; shoreward movement might have been related to a (cm/wk) (BL/wk)a change in water level. At the beginning of the study A. anatina (early May), the water level was extremely low. The mussels might have moved toward deeper mid-river 1–2 wk 13 1.4 9 m 1–2 wk 15 1.6 9 m 1–2 wk 4.21–2 wk 10 0.3 40 m 1.3 9 m 1 mo 5.6 areas and returned to the abandoned shallower areas 1mo interval as the water level rose until mid-July. Similar behavior Sampling has been observed in Anodonta grandis and other species, which migrate on the shore in response to seasonal changes in the water level to avoid prolonged emersion (Mentzen 1926, White [1979] as cited in McMahon 1991). Mussels moved throughout our study, including during times without major changes in water levels. ¨ rich, Switzerland -order stream; Spree, Germany Spree, Germany Quebec, Canada Spree, Germany Virginia, USA Zu st 1 Lowland river; River Lowland river; River Such horizontal movements might be related to Oligotrophic lake; Lowland river; River feeding, e.g., mussels might move to gain greater access to benthic food and to areas that have not been depleted of food. The movement itself could be part of the feeding mechanism (McMahon 1991), e.g., food sp. Mesotrophic lake; Lake 2. Compilation of published data on the horizontal movement rates of unionid mussels. BL could be ingested through a focused water current into Species Location Calculated based on mean maximum body length of Calculated from mean distance moved/y Maximum body length found in literature was used because mean body lengths were not available for all studies 55 of 144 individuals died during the study Estimated from fig. 9 in Burla (1971) ABLE the anterior portion of unionids, as suggested by a b c d e T Elliptio complanata Anodonta Unio pictorum Anodonta anatina Nichols et al. (2005). If a form of pedal feeding occurs E. complanata Unio tumidus ?2 42 A. N. SCHWALB AND M. T. PUSCH [Volume 26 in unionids in the River Spree, this mechanism could water levels, and movement may help unionids to explain the highly erratic horizontal movements we escape predators and control D. polymorpha infestation. observed. It might also explain how the unionids were Moreover, conditions in the sediment are as important able to meet their nutritional needs even at very low as water quality for the biology and conservation of seston concentrations (Pusch et al. 2002). these organisms because unionids spend most of their lives in the sediment. Biological consequences of movement behaviors Acknowledgements The percentage of the population on the sediment surface increased and, therefore, the surface density of We thank Guido Ko¨nig for providing his diving U. tumidus population increased during the reproduc- expertise, and Thomas Hintze and Ru¨diger Biskupek tive period (June to mid-August). Aggregation, which for technical assistance. We are grateful to Ursula can be caused by mussels moving closer together, can Gaedke for providing comments on this study, increase reproductive success (Burla et al. 1974, Amyot Gerhard Bauer for his helpful remarks, and Josef and Downing 1997). Similar changes in vertical Ackerman for his valuable suggestions and detailed distribution have been observed for unionids in other comments on an earlier version of this manuscript. lotic and lentic systems (Balfour and Smock 1995, Watters et al. 2001). Literature Cited Unionids in the River Spree burrowed and re- ACKERMAN, J. D., M. R. LOEWEN, AND P. F. H AMBLIN. 2001. emerged several times during their surface stay in Benthic–pelagic coupling over a zebra mussel reef in summer. In contrast, Lampsilis siliquoidea individuals western Lake Erie. Limnology and Oceanography 46: did not return to the surface in the same year once they 892–904. were completely burrowed in the sediment (Perles et AMYOT,J.P.,AND J. A. DOWNING. 1991. Endo- and epibenthic al. 2003). The pattern of burrowing and return to the distribution of the unionid mollusc Elliptio complanata. surface observed in the River Spree might indicate that Journal of the North American Benthological Society 10: 280–285. separate surface stays are used for egg fertilization and AMYOT,J.P.,AND J. A. DOWNING. 1997. Seasonal variation in glochidia release, or that multiple clutches of glochidia vertical and horizontal movement of the freshwater are produced, as was observed for U. crassus (Hoch- bivalve Elliptio complanata (Mollusca: Unionidae). wald and Bauer 1990). Stream conditions might help to Freshwater Biology 37:345–354. disperse sperm, so that the need for aggregation is AMYOT,J.P.,AND J. A. DOWNING. 1998. Locomotion in Elliptio lower in lotic systems than in lentic systems. During complanata (Mollusca: Unionidae): a reproductive func- their reproductive period, U. crassus individuals were tion? Freshwater Biology 39:351–358. more frequently found in the middle of the stream, BALFOUR, D. L., AND L. A. SMOCK. 1995. Distribution, age structure, and movements of the freshwater mussel where higher flow velocities might have increased Elliptio complanata (Mollusca: Unionidae) in a headwa- fertilization efficiency, than near the banks of the ter stream. Journal of Freshwater Ecology 10:255–268. stream (Engel 1990). BAUER, G. 2001. Framework and driving forces for the Living burrowed within the sediment for long evolution of naiad life histories. Pages 233–244 in G. periods may reduce unionids’ risks of adverse biolog- Bauer and K. Wa¨chtler (editors). Ecology and evolution ical interactions. For example, unionids are preyed on of the freshwater mussels Unionoida. Springer, Berlin, by muskrat, mink, and otter, and empty shells of Germany. unionids can be occasionally observed at predator BRUNKE, M., A. HOFFMANN, AND M. PUSCH. 2002. Association between invertebrate assemblages and mesohabitats in a feeding sites (Diggins and Stewart 2000). In addition, lowland river (Spree, Germany): a chance for predic- D. polymorpha cannot colonize unionid shells when the tions? Archiv fu¨r Hydrobiologie 154:239–259. unionids are burrowed, and experiment 2 showed that BURLA, H. 1971. Gerichtete Ortsvera¨nderung bei Muscheln burrowing reduces the number of epizoic D. poly- der Gattung Anodonta im Zu¨richsee. Vierteljahreszeit- morpha on unionid individuals already infested. schrift der naturforschenden Gesellschaft in Zu¨rich 116: However, living burrowed for long periods during 211–224. summer prevents intake of food resources that are BURLA,H.,H.-J.SCHENKER, AND W. STAHEL. 1974. Das suspended in the water column (Pusch et al. 2001). Dispersionsmuster von Teichmuscheln (Anodonta) im Zu¨richsee. Oecologia (Berlin) 17:131–140. In conclusion, we propose that movement behavior BURLAKOVA, L. E., A. Y. KARATAYEV, AND D. K. PADILLA. 2000. is an important adaptation of unionid mussel popula- The impact of Dreissena polymorpha (Pallas) invasion tions to the flow conditions in rivers. Movement on unionid bivalves. International Review of Hydrobi- enables unionids to react to the regular disturbances ology 85:529–541. that occur as a result of changing flow conditions and DIGGINS,T.P.,AND K. M. STEWART. 2000. Evidence of large 2007] UNIONID MUSSEL MOVEMENTS 43 change in unionid mussel abundance from selective PERLES, S. J., A. D. CHRISTIAN, AND D. J. BERG. 2003. Vertical muskrat predation, as inferred by shell remains left on migration, orientation, aggregation, and fecundity of the shore. International Review of Hydrobiology 85:505–530. freshwater mussel Lampsilis siliquoidea. Ohio Journal of DI MAIO, J., AND L. D. CORKUM. 1995. Relationship between the Science 103:73–78. spatial distribution of freshwater mussels (Bivalvia: PICHOCKI, A. 1969. Biologische Beobachtungen von Muscheln Unionidae) and the hydrological variability of rivers. aus der Familie Unionidae im Flusse Grabia. Acta Canadian Journal of Zoology 73:663–671. Hydrobiologia 11:57–67. ENGEL, H. 1990. Untersuchungen zur Auto¨kologie von Unio PUSCH, M., U. MICHELS,C.K.FELD,T.BERGER, X.-F. GARCIA,U. crassus (Philippson) in Norddeutschland. PhD Disserta- GRU¨ NERT, AND B. KLAUSNITZER. 2002. Benthische Wirbel- tion, University of Hannover, Hannover, Germany. lose. Pages 166–185 in J. Ko¨hler, J. Gelbrecht, and M. GU¨ CKER, B., AND H. FISCHER. 2003. Flagellate and ciliate Pusch (editors). Die Spree—Zustand Probleme, En- distribution in sediments of a lowland river: relation- twicklungsmo¨glichkeiten. Schweizerbart, Stuttgart, Ger- ships with environmental gradients and bacteria. Aquat- many. ?1 ic Microbial Ecology 31:67–76. PUSCH, M., J. SIEFERT, AND N. WALZ. 2001. Filtration and HAAG, W. R., D. J. BERG, AND D. W. GARTON. 1993. Reduced respiration rates of two unionid species and their impact survival and fitness in native bivalves in response to on the water quality of a lowland river. Pages 317–326 in fouling by the introduced zebra mussel (Dreissena G. Bauer and K. Wa¨chtler (editors). Ecology and polymorpha) in Western Lake Erie. Canadian Journal evolution of the freshwater mussels Unionidae. Springer, of Fisheries and Aquatic Sciences 50:13–19. Berlin, Germany. HOCHWALD, S., AND G. BAUER. 1990. Untersuchungen zur Populationso¨kologie und Fortpflanzungsbiologie der SAARINEN, M., AND J. TASKINEN. 2003. Burrowing and crawling Bachmuschel Unio crassus (Phil.) 1788. Schriftenreihe behaviour of three species of Unionidae in Finland. Bayerisches Landesamt fu¨r Umweltschutz 97:31–49. Journal of Molluscan Studies 69:81–86. ´ KARATAYEV, A. Y., L. E. BURLAKOVA, AND D. K. PADILLA. 1997. SMITH, D. R., R. F. VILLELLA, AND D. P. LEMARIE. 2001. 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Limnology and Ocean- O¨ KLAND, J. 1963. Notes on population density, age distribu- ography 43:753–762. tion, growth, and habitat of Anodonta piscinalis Nilss. (Moll., Lamellibr.) in a eutrophic Norwegian lake. Nytt Received: 7 February 2006 Magasin for Zoologi 11:19–43. Accepted: 30 October 2006 +DELOLWDWLRQVVFKULIW0DUWLQ3XVFK BBBBBBBBBBBBBBBBBBBBBBBBBBBB ϯ͘ϯ ƌĂƵŶƐ͕D͕͘'ƺĐŬĞƌ͕͕͘tĂŐŶĞƌ͕͕͘'ĂƌĐŝĂ͕y͘Ͳ&͕͘tĂůnj͕E͕͘WƵƐĐŚ͕D͘d͘ ;ϮϬϭϭͿ͗,ƵŵĂŶůĂŬĞƐŚŽƌĞĚĞǀĞůŽƉŵĞŶƚĂůƚĞƌƐƚŚĞƐƚƌƵĐƚƵƌĞĂŶĚƚƌŽƉŚŝĐ ďĂƐŝƐŽĨůŝƚƚŽƌĂůĨŽŽĚǁĞďƐ͘:ŽƵƌŶĂůŽĨƉƉůŝĞĚĐŽůŽŐLJϰϴ͗ϵϭϲʹϵϮϱ Journal of Applied Ecology doi: 10.1111/j.1365-2664.2011.02007.x Human lakeshore development alters the structure and trophic basis of littoral food webs Mario Brauns1*†, Bjo¨rn Gu¨cker2, Carola Wagner1‡, Xavier-F. Garcia1, Norbert Walz1 and Martin T. Pusch1 1Department of Shallow Lakes and Lowland Rivers, Leibniz-Institute of Freshwater Ecology and Inland Fisheries, Mu¨ggelseedamm 301, D-12587 Berlin, Germany; and 2Department of Biosystems Engineering, Federal University of Sa˜o Joa˜o del-Rei, Av. Visconde do Rio Preto, Coloˆnia do Bengo, 36301-360, Sa˜o Joa˜o del-Rei, MG, Brazil Summary 1. Shoreline development and the associated loss of littoral habitats represent a pervasive alteration of the ecological integrity of lakes and have been identified as major drivers for the loss of littoral biodiversity world-wide. Little is known about the effects of shoreline development on the structure of, and energy transfer in, littoral food webs, even though this information is urgently needed for management and mitigation measures. 2. We measured macroinvertebrate biomass and analysed potential food resources using stable iso- topes (d13C, d15N) and mixing models to compare the complexity and the trophic base of littoral food webs between undeveloped and developed shorelines in three North German lowland lakes. 3. The lower diversity of littoral habitats found at developed shorelines was associated with lower diversity of food resources and consumers. Consequently, the number of trophic links in food webs at developed shorelines was up to one order of magnitude lower as compared with undeveloped shorelines. 4. Mixing model analysis showed that consumer biomass at undeveloped shorelines was mainly derived from fine particulate organic matter (FPOM) and coarse particulate organic matter of ter- restrial origin (CPOM). The contribution of CPOM to consumer biomass was twofold lower at developed shorelines, and consumer biomass was mainly derived from FPOM and suspended par- ticulate organic matter. 5. Synthesis and application.Shoreline development impacts the flow oforganic matterwithinlittoral food webs primarily through the reduction in littoral habitat diversity. These effects are exacerbated by clearcutting of the riparian vegetation, which disrupts cross-boundary couplings between the riparian and the littoral zone. Lakeshore conservation should focus on preserving the structural integrity of the littoral zone, while restoration of coarse woody debris, reed and root habitats can be a cost-efficient measure to improve degraded lakeshores. The local effects of shoreline development demonstrated in this study might lead to whole-lake effects, but future studies are needed to derive thresholds at which shoreline development has consequences for the structure and functioning of the entireecosystem. Key-words: aquatic-terrestrial coupling, coarse woody debris, habitat loss, macroinverte- brates, retaining walls, riparian clearcutting, siar *Correspondence author. Department River Ecology, Helmholtz Introduction Centre for Environmental Research GmbH - UFZ, Bru¨ ckstr. 3a, Human modifications of lakeshores and changes in riparian D-39114 Magdeburg, Germany. E-mail: [email protected] land use constitute an increasing threat to the ecological Present addresses: integrity of lakes world-wide (Schnaiberg et al. 2002; Carpen- †Department River Ecology, Helmholtz Centre for Environmen- ter et al. 2007). For example, housing density around lakes in tal Research GmbH – UFZ, Bru¨ ckstr. 3a, D-39114 Magdeburg, Wisconsin (USA) has increased more than fivefold over the Germany. last 60 years (Gonzales-Abraham et al. 2007). Similar trends ‡Department of Biological Oceanography, Leibniz-Institute for Baltic Sea Research Warnemu¨ nde, Seestrasse 15, D-18119 are apparent in Central Europe, where housing density at Lake Rostock, Germany. Constance (Germany) has more than doubled since 1960