Guidelines for Earthquake Disaster Management, Volume I, Part 1
Part 1 Seismotectonic study and modeling of seismic sources affecting provinces of Gilan and Zanjan
Jane Jancevski, International consultant Assoc. Professor, Institute of Earthquake Engineering and Engineering Seismology, University "St. Cyril and Methodius", Skopje, Macedonia
Manoucher Gorashi, National Consultant Geological Survey, Tehran
Tehran - Skopje, September 1998
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900 Quaternary Qt3 Alluvial fan and cones 600 P 400 200 Qt2 Terrace like old fanglomerate Ez Js Qt1 Old and high level terraces Esh Et k P PIQ Lake type deposits k sh Ek Marl, silstone, sandstone, 500 Neogene Ng conglomerate 400 v 400 600 300 Ek v 700 Ek Andsitic and dacitic volcanic breccia v Ek f tv Tuff, green, bedded (Karaj formation), Ek partly associated with lava (t ) 36 Ng 36 v 45 l Qt3 45 Esh Shale and sandstone, partly Eocene k tuffaceous lake Paleogene Manjil Limestone, nummulitic bearing, Ez highly crushed (Ziarat formation) t Shale, siltstone and sandstone, Jurassic Js dark grey (Shemsak formation) t t3 Permian Limestone, grey, medium Q P bedded (Ruteh formation?) t General symbols: 300 400 Fault t Reverse Fault Dip and Strike 400 Asphalted Road t Second Class Road 400 River Drainage Qt1 l lake
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Geological map of Rudbar area UNDP - UNCHS (Habitat) Project IRA/90/004 Assistance in the Implementation of Postearthquake Rehabilitation Programme 17 Housing Foundation of Islamic Revolution, I. R. Iran Guidelines for Earthquake Disaster Management, Volume I, Part 1 m Ng 475.0 Explanations: 512.5 500.0 Geological structure: Qc 512.5 l Lake 487.5 462.5 Qal Recent alluvium 500.0 c Qtp 512.50 Ngsc Q Cultivated land Ngsc 450.0 Qt2 Younger terraces t2 c Quaternary tp Q Q m Q Residual soils Ng 425.0 Qt1 Older terraces Lake deposits, usually with Neogene marl in 450.0 450.0 Ng-Q its basement, covered t1 with lake marl and silt Q 400.0 412.5 deposits t2 437.5 437.5 Q 400.0 Ngc : Conglomerate and sandstone; 387.5 Ngsc : Intercalations Qt2 of sandstone, marl 387.5 Ng and siltstone; Ngm : Marl, 375.0 Tertiary intercalations of fine- grained sandstone and siltstone 375.0 Karaj formation: medium-bedded, Ev1 intermediate lavas, 1 sandy and tuffaceous t Paleogene Neogene Q shales 350.0 Qt2 362.5 m Qc Ng 350.0 General symbols: Fault Anticline 60 Dip and strike Overturned dip Terrace edge 350.0 350.0 Buildings 325.00 325.00 350.00 350.00 Asphalt road 312.5 t2 337.5 Unit boundary 300.0 Q 325.0 Isohypse 325.0 Qt2 tp al m Q Q Qc Ng Qtp 312.5 m 275.0 Ng Qc 312.5 300.0 275.0 287.5 287.5 262.5 250.0 Ng-Q 300.0 300.0 0 0.2 0.4 km Qt1 Ng-Q Qt2 275.0 250.0 tp 237.50 Q 262.5 250.0 300.0 237.5 Fig. 2.5. Geological map of Manjil area UNDP - UNCHS (Habitat) Project IRA/90/004 18 Assistance in the Implementation of Postearthquake Rehabilitation Programme Housing Foundation of Islamic Revolution, I. R. Iran Guidelines for Earthquake Disaster Management, Volume I, Part 1 200.0 225.0 225.0 187.5 Explanations: 175.0 Geological structure: 225.0 225.0 212.5 Qt2 212.5 Ng Recent aluvium, loose, 212.5 212.5 b subangular to subroun- ded, well - graded gravel with muddy sand inter- 200.0 Qal val: Shah Rud sand bar and channel deposits (b) Fanglomerate, 225.0 225.0 heterogeneous 212.5 212.5 Qf boulder and cabble 187.5 deposits 200.0 t Young and low level 212.5 212.5 Q 175.0 175.0 terraces, composed of 162.5 162.5 alluvial fans and cones, 212.5 212.5 200.0 200.0 Qt4 angular to subangular Ng Qts gravel with earthy matrix: top soil deposits (Qts ) Transportated soil, most- 212.5 212.5 162.5 t4 175.0 Q ly uppermost surface of 187.5 al 212.5 237.5 237.5 Q Quaternary 150.0 the Shah Rud flood plain 200.0 225.0 225.0 225.0 Shah Rud terraces, t2 brownish, rounded Q b Qt3 187.5 187.5 poorly indurated gravel 250.0 with sand layers Qf Terrace like old fan- Pl Q Qt2 glomerate, moderately 212.5 212.5 indurated, poorly sorted 200.0 Old and high level ter- races, light brown, st- f 225.0 Qt1 ratified, subangular, he- Q Ev terogeneous moderate- ly compacted, with san- dy mud matrix Lake type deposits, in- tercalations of red marl, Pl Q heterogeneous gravel, 225.0 225.0 and grey sand Qt4 Red sandstone and marl, Ng Pliocene intercalations of gypsife- rous red or grey marl and 225.0 t2 225.0 Ng Q 150.0 mudstone, and brownish Neogene 175.0 175.0 225.0 225.0 red, thin bedded gypsife- 212.5 rous silty marl Miocene 162.5 212.5 Qt2 162.5 Qt3 212.5 250.0 237.5 Intercalations of andesi- 225.0 tic and acid tuffs and 212.5 Pl Q ts Ev trachyandesite - dacite 225.0 225.0 Q 225.0 lava, with rare braccias Ng Eocene 175.0 Paleogene and anglomerate 187.5 200.0 262.5 275.0 t 250.0 Q General symbols: Ng Qt1 Unit boundary b 225.0 237.5 237.5 Isohypse Asphalt road 162.5 225.0 225.0 Qt3 Escarpment Ng 187.5 Buildings 212.5 al 225.0 Q 200.0 Ng Qt1 Qt 200.0 200.0 175.0 175.0 0 0.2 0.4 km Qt1 175.0 250.0 250.0 237.5 162.5 237.5 187.5 200.0 212.5 Fig. 2.6. Geological map of Loshan area UNDP - UNCHS (Habitat) Project IRA/90/004 Assistance in the Implementation of Postearthquake Rehabilitation Programme 19 Housing Foundation of Islamic Revolution, I. R. 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$IWHUWKH2OLJRFHQH0LRFHQH GHQFHRQHVDUHLQGLFDWHGE\5RPDQQXPHUDOV7KH GHSRVLWLRQZLGHVSUHDGFRQWLQHQWDOFRQGLWLRQVDS IDXOWGLVORFDWLRQVDUHPDUNHGE\HQFLUFOHG$UDELF SHDUHG QXPHUDOV 81'381&+6 +DELWDW 3URMHFW,5$ $VVLVWDQFHLQWKH,PSOHPHQWDWLRQRI3RVWHDUWKTXDNH5HKDELOLWDWLRQ3URJUDPPH +RXVLQJ)RXQGDWLRQRI,VODPLF5HYROXWLRQ,5,UDQ Guidelines for Earthquake Disaster Management, Volume I, Part 1 37 00 36 30 50 50 30 30 Block indication Isolines of uplifting Pre - Miocene origin Miocene origin affected in Pliocene by uplifting Miocene origin with up-to-day subsidence Indication of subsidence Faults of I order Faults of II order Faults of III order Covered and assumed fauts Thrust faults Reverse faults Transcurrent faults Vertical displacement along the faults Surface faulting during Manjil Earthquake Indication of the faults Erosion and denun- dation plarform Antecedent river bed V 1200 1200 ... - Kalachay 5 + I ... 1000 1000 1.2.3. Explanations: Structural elements: Morphostructure of uplifting Morphostructure of subsidence Fault structures: Geomorphological elements: Rudsar 3300 3200 3000 3000 2800 2600 2000 2400 2200 1800 river 2200 Langrood Langrood 2000 2200 1700 2400 500 4 2 Komeleh 2400 7 50 1 50 Kiashahr 00 00 1000 Shahrood river 2 01020km Lahijan Bandar Kiashahr Bandar 2600 5 Gazvin 7 Siahkal Astaneh III 1010 1000 Jirandeh 4 6 river 500 506 Caspian sea 2600 2400 6 2400 Sefidrood eiro river Sefidrood 1900 Sangar Sangar 3 49 49 3 I 30 Rostam Abad 30 Rasht Rasht Khomam Khomam 1 Loshan Anzali II 11 Rudbar Manjil Sara 2000 Bandar Anzali Bandar Shaft 2200 Someh Sara Someh 2342 Fuman Masal 2400 1 8 2736 2600 Ghaleh 9 2800 Saeen Ghaleh Saeen 6 2770 49 2971 00 3 14 500 2880 Abbar Abbar 2200 Masooleh 2400 2600 3050 2800 II 8 2000 river 2786 Soltanieh 13 10 IV 2676 9 22002000 3000 Zanjanrood river river 3200 2000 Uzan 3200 48 12 48 2750 30 2515 2600 30 Ghezel Uzan river 10 2400 2 Zanjan V 11 II 2490 37 00 36 30 Fig. 3.3. Neotectonic map of the territory of Gilan and Zanjan provinces UNDP - UNCHS (Habitat) Project IRA/90/004 Assistance in the Implementation of Postearthquake Rehabilitation Programme 23 Housing Foundation of Islamic Revolution, I. R. 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Explanations: Fault classification: Displacement mechanism: Earthquake magnitudes: Rudsar Caspian sea Langrood Langrood Komeleh 50 4 00 Gazvin 10 Lahijan Shahrood river 6 Bandar Kiashahr Astaneh Siahkal Jirandeh 12 11 eiro river Sefidrood Sangar Sangar 49 Loshan 49 Rostam Abad Khomam 30 Rasht 30 Rudbar 2 Manjil Bandar Anzali Shaft Someh Sara Fuman 3 Masal 5 Saeen Ghaleh 49 49 00 00 1 Abbar Masooleh 7 Zanjanrood river Soltanieh Ghezel Uzan river 8 M = 7.2 48 48 30 9 30 M = 6.6 Zanjan M = 6.7 36 30 37 00 37 30 Fig. 4.1. Seismotectonic map of Gilan and Zanjan provinces UNDP - UNCHS (Habitat) Project IRA/90/004 28 Assistance in the Implementation of Postearthquake Rehabilitation Programme Housing Foundation of Islamic Revolution, I. R. 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Kalachay Explanations: Seismogene sources and magnitudes: 11. 12. 13. 14. 10. Rudsar Langrood M = 7.0 Komeleh 10 50 Caspian sea 00 Shahrood river Gazvin 7.0 = M = 7.0 Lahijan M = 7.0 M = 7.4 M = 7.5 Bandar Kiashahr 7 8 5 Siahkal 7.0 = M 6 Astaneh 9 Jirandeh eiro river Sefidrood Sangar 49 49 Rostam Abad Khomam 30 Rasht 30 Loshan Rudbar Manjil M = 7.0 Bandar Anzali 11 Shaft Fuman Someh Sara M = 7.8 1 Masal Saeen Ghaleh 49 49 00 M = 6.6 00 12 Abbar Masooleh Soltanieh M = 7.2 4 M = 7.7 2 M = 7.2 Zanjanrood3 river Ghezel Uzan river 48 M = 6.7 48 30 30 14 M = 6.6 Zanjan 13 36 30 37 30 37 00 Fig. 5.1. Model of seismogene sources in Gilan and Zanjan provinces UNDP - UNCHS (Habitat) Project IRA/90/004 30 Assistance in the Implementation of Postearthquake Rehabilitation Programme Housing Foundation of Islamic Revolution, I. R. Iran Guidelines for Earthquake Disaster Management, Volume I 35 00 36 00 38 00 37 00 Behshahr Sari 53 53 00 00 Area source Line source Capital city City 02550km Qaem Shahr Explanations: Seismogene sources: Symbols: Babol Amol 52 52 00 00 M = 6.8 M = 6.5 Tehran Chalus M = 7.5 Caspian sea M = 7.0 51 51 Karaj M = 6.5 00 00 Shahsavar Qom M = 7.0 M = 6.5 Saveh M = 7.0 50 50 00 00 Gazvin M = 7.0 7.0 = M M = 6.5 M = 7.5 M = 7.0 M = 7.5 Rasht M = 7.0 M = 6.0 Bandar Anzali M = 7.0 M = 7.8 Rudbar M = 7.2 49 00 49 00 M = 6.6 M = 7.2 Astara M = 7.0 7.0 = M M = 7.0 Hamadan 6.5 = M M = 6.6 Zanjan 48 00 6.5 = M 48 00 Bijar Mianeh M = 6.5 47 00 M = 6.5 47 00 M = 6.5 Sanandaj M = 7.8 6.5 Shakih Dez = Maragheh Kermanshah M = 6.5 36 00 37 00 35 00 Fig. 5.2. Model of seismogene sources of wider region of the Central Northern Iran UNDP - UNCHS (Habitat) Project IRA/90/004 Assistance in the Implementation of Postearthquake Rehabilitation Programme 31 Housing Foundation of Islamic Revolution, I. R. 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