No. 8 Notes on Anti-Submarine Defenses May 1917
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AY 4 1927 Register No. 640 NOTES ON ANTI-SUBMARINE DEFENSES NAVY DEPARTMENT OFFICE OF NAVAL INTELLIGENCE MAY, 1917 WASHINGTON GOVERNMENT l' RINTING OFFICE 1917 ~AY 4 1927 Secret! NOTES ON ANTI-SUBMARINE DEFENSES NAVY DEPARTMENT OFFICE OF NAVAL INTELLIGENCE MAY, 1917 WAStUNGT ON GOVERNMENT PRINTING OFFICE 1917 . ~ DECLASS,l.fIED · Authority 1:: •U I ()50 I ' SECRET. NAVY D E PAR TllIENT, ·OFFICE OF NAVAL I NTELLIGENCE , llashington, May 5, 1917. This pamphk•L i n reprint of confidontiul British publications which this offico is nuthorizecl to republish. I t is very important thn t this information should be kept secret. No person not n commissioned officC' r of tho Nnvy should be allowed to oxumine this pamphlet,. ROGER W ELLES, Captain , U. S . N., Directo1· of Naval Intelligence. 5 · ~ DECLASSJ,flEO · Authority_1:: -Y \ 05D I INDEX. Attachments: P.umgmph. To moori ng buoys... .......... .... .................................. G2 Of timber floats to jackst.ays............ ....... ..... .............. .... 30 Of barrel fl oats to jackstays...................... .... ......... ...... 84 Boom defense vessels: Chief features of.............. .. 42 Calcium flares. .......... ... .......................... ...... ........... ] !) Cross connectors-......... ......... .. !) " Destroyer " booms........ ......... ................. ........ ....... ... 70 Dolphin defenses .... .. ........ .................... : . .. 03 Examination service......... ........ .. ... .. ........ ..................... .. 11.0 F loats: Spacing of.. 24 Types of .. ...... ....... , ................. ....................... .... 25 " Rendering" buoy. .......... ........... ........ .. .. ................. 51 " Holmes" light ..................................... ............. ... ...' . 19 Hurdle defenses: Construction and placing of.. .. .. .. .. 105 H ydrophones. ............ ... .. ......... ................. ............ .... 22 Jackstays: Length of.... ......... 15 "Continuous" jackst.1.ys.. .. .. .. .. ... .. .. 17 Size of. .......................... ............. ............ ............ l4 Attachments to........................................................ 30 Magnetophones..... ........ .... ................. ................. ... .. ..... 22 Mine fields, ... .......... .. .... .. ............ '. 23 Moorings: For vessels.......... ....... .. 52 For buoys ............................... ............ .. :...... ........ 57 Length of pendants......... ............. .. ... .. 48 Attachment of, to mooring buoys... ................... ....... ..... .... G2 Weights of anchors for................... .. ................ .......... 53 Cast.iron anchors for.......... ..... .. G6 Chain cable for...... ............................... .................. 67 Flexible steel wire employed for . ... 67 Net sections: Lengths of. G Depth of........... ....... ...................... .................. 11 Detachable net sections........... ...... ............. ................ 1 8 Net sections fi tted with mines.. ...................... ...... .. ...... 20 Attachment of, to mooring buoys. ...... ............. ................. 62 Net d efenses: Circumstances governing design..... 2 :\fora] efiect of .... ...... .... .. ...........•. 85 Representntfre net defcuse. .. 5 Neta for great depths. ................................................ 12 7 . DECLASS)..flED . Authority_C·_ _u Io.so, 8 CON"TENTS. Net defenses-Continued Size of mesh f · M th d or. P oragroph. r e o of forming m l ·-· · · · · · · - · · · • • •. ...... 5 Ntd f es1.. .... .. ····· ·- ······· · ·· e ti~ enses not held by vessels . ........... ................... - .. 0 Func ons of · · · · · · • • .. 47 Method of la~~··· · · · · · · · · · · · · · · • • . · · · · · · · · · · · · · · · · · · · · · · · SECRET. 0 75 ~~:~ti;n of site f~; .·.::::::: ::::::: · · · · • ...... ::::::::::::::: : : : : : : : : : : 86 NOTES BEARING ON THE DESIGN AND CONSTRGC e enses supPorled b · · · · · · · · · · - · • • Protected a h Y towers . · · · · · · · · · • • ..... .. .. 4 " nc orage. · · •. 01 TION OF ANTI-SUBMARIN~ DEFENSES. winches ..·. ········• ................ : · · · · · · · · · · · · · · · · · · · · "Render~ng" ]19 Rendenng" buoy ................ - . ................ MARCH, 1917. .. · · · · · · · · - · · · ............. 36 Ships' Passages or gate•. · · · · · · · · · · · · · · · · · -......... 1. These notes arc the results of experience gained in the construc \Vidth of ~ .. · · · · · · · ·...... · · · · · · · · · · · · · · 51 68 tion and m aintenance of anti-suhma rine defenses since the commence G9 m ent of the war. 70 2. Design.-The best form of defense for a particular h arbor, port 73 estuary, roaclstead, open-anchorage, or bay, is governed by the local 11'1 0g~r::•••• rd er of Passing. th. .• .••••••••• . .. .•••·•••••• . ... ••••. ......................... ••• .. •·• ••• • • •. ••. ••• • • • •. circumstances and characteristics. Swept rhannel: rough..... ............. ]16 stream , the prevailing winds, the ex Position of .... _......... 117 3. The strength of the t idal Telephones . ·.·.··· posure to wave action, and the nature of the h9kling ground require ....... 23 to be specially considered . l 13 4. Site.-In view . of the g reat rnnge and power of the modern torpedo, the defense should be as far removed as possible from the anchorage to be protected, observing t hat the open m esh of sub marine net defenses will not deflect or arrest torpedoes fired from seaward of the hoom. 5. Desc1'iption of submm'ine net defense.- The nets are usually_made 6£ 2½-inch circumference special reinforced flexible steel wire, with a breaking strain of nearly 20 tons and specially lubricated internally <luring manufacture to resist the action of sea water. This is im portant. 6. The nets are made· 12 feet square mesh and in units. 7. A convenient w1it of length is 600 feet. 8. A unit 600 feet long a nd 60 feet deep, made of 2½-inch circum ference flex ible steel wire weighs 3 tons, and can be handled and transported without diff1culty. · 9. The meshes arc formed b y four-w11,y cross connectors. 10. Many designs of cross connectors have been used b ut in prac tice the most satisfactory- and economical type is that known as the Trevor cross connector, patented. and m ade by Messrs. Bullivant & Co. (Ltd.). 11. The depth of t he defense should be propor tionate to the depth of w ater, but no nets have been m 11,de of a greater depth than 140 feet owing to the difficulties of handling and flotation. ' 12. I n practice, defenses exceeding 60 feet in depth are made in two tiers, t he upper 60-foot net being of 2½-inch circumfere'nce special reinforced flexible steel wire, and the lower net of 2-inch flexible steel wire. 96680-17-2 9 . ~ DECLASS,lfIEO · Authority_1= ._u I 0501 10 NOTES ON ANTI-SUBMAilINE DEFENSES. KOTES ON ANTI-SUBMARINE DEFENSES. 11 13. Experiments have demo t d defense should be f ns rnte that the upper portion of the (a) Comparative invulnerability to damage by collision or o-W1f:irn 0 greaber strenath th th l . I 0 wherever possible the h . b an e owcr port10n, ant or the action of water pressure if deeply s ubmerged. onzontals of th h breaking strain than th t· e nets s ould be of a grrater (b) Cheapness. e ver 1ca1 s 14. The nets are attached . (c) The raw material is usually readily obtainable. jackstay; the circumference t~~he surf~ce to a flexible s teel wire (d) They present 11, formidable obstacle to surface vessels. 0 :15_ The length of the jackst . ch vanes from 4 to 5 inches. (e) Thoy do not leak, and when saturated give a reliable buoyancy. the floats. ay 18 governed by the intervals between (f) Thoy can readily be repaired. 27. Thoir disadvantages are: 16 · B Y di vi'din g the jacksta · · · attached to the floats r . Y mto comparatively short Jeno-tbs, (a) Size and weight compared with a steel or iron hollow fioat. ' epau-s can dil b 17. The use of a contm· . rea Y be effected. (b) Consequent difficulties of transport. n 0t t· f uous Jackstay f • · sa IS actory and re d , avored m some desio-ns, 1s (c) 1'ho increased resistance set up when moored in a tideway. diffi. ul . n ers a brea h . b c t to repnll'. c m the defense serious and (cl) Tho incro~sed stresses communicated to the jackstays and 18. De~chable net sections.-D a ttachments as the result of considerable wave motion. long, are m use at some b etucha~le net sections each 300 feet (e) Increased wear and tear and consequent more frequent renewal the . k ascs. Th h d ' . Jae s~ay by means of as lit . e ea of the nets is sccUI'ed to of component parts as tho result of (d) . with special regard to the lop link_ ~fa breaking strain determined (f) The uncertainty of floats made of the same class timber giving 1 the same buoyancy. :::ea~h e~c. The object in ~:wc~:ft~ns, e. g., strength of the tidal O 28. It should be noted that Oregon pine is considered to be the att: k ~ iackstay when subjected t · ow the net sections to detach best timber to employ. to ,~t~taida vessel, but the split li~lt~normal resistance, e. g., when 29. The best form of timber float is a baulk, synm;unetrical in shape, 0. l . the stresses set up b h hould be of sufficient strength 19. a cium flares-1/., l ' y t e wave m f composed of a number of sleepers securely bolted together. defenses w·th d o mes lights o ion. 30. The attncbment to tho jackstay should take the form of steel rying awa; f etac~able net sections .- Tdhese are ~corporated lll or iron bands or rods, an-nngod to take the stresses on the jackstays 20 M o . a section. ' an serve to indicate the car- . ets