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- せとか おいもり
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9 DGWR F/S F/U LBB M/P MPTS RRA SEA Directorate General of Water Resources Feasibility Study on Flood Control and Water Management in the Limboto-Bolango-Bone Basin Follow-up Study on Flood Control and Water Management in the Limboto-Bolango-Bone Basin Limboto-Bolango-Bone Master Plan Study on Flood Control and Water Management in the Limboto-Bolango-Bone Basin Multi-purpose Tree Species/ Jenis Pohon Serba-guna Rapid Rural Appraisal/ Penilaian Pendesaan Cepat / Strategic Enrionmental Assessment AMDAL ANDAL Balai PSDA Balitbangpedalda Bapedalda Bappeda Analisis mengenai Dampak Lingkungan Hidup Analisis Dampak Lingkungan Hidup Regional Water Resources Management Office Badan Penelitian Pengembangan dan Pengendalian Dampak Lingkungan Daerah Badan Pengendalian Dampak Lingkungan Daerah Badan Perencanaan Pengembangan Daerah
10 Bappenas Bappppeda Bhs. BMG BPD BPDASB BRLKT DAS Dephut Dinas PUPP DPU DR GNRHL IDT IPK Kab. Kades Kadus Badan Perencanaan Pengembangan Nasional Badan Perencanaan Pembangunan Penelitian dan Pengembangan Daerah Bahasa Meteorological and Geophysical Agency Badan Perwakilan Desa Watershed Management Office Balai Pengelolaan DAS Land Rehabilitation and Soil Conservation of Solo Sub-Center River Basin Daerah Aliran Sungai Departmen Kehutanan Provincial Water Resources Service Office Ministry of Public Works Dinas Pekerjaan Umum Dana Reboisasi Gerakan Nasional Rehabilitasi Hutan dan Lahan Inpres Desa Tertinggal Izin Pemanfaatan Kayu Kabupaten Kepala Desa Kepala Dusun
11 Kec. Kel. KIMPRASWIL KK KLH KUD LSM NJOP PDAM PBB Pemda PJT PKK PKSA Polindes Posyandu PPh PPTPA Prop. PTPA Kecamatan Kelurahan Ministry of Settlement and Regional Infrastructure Departmen Pemukiman dan Prasarana Wilayah Kepala Keluarga / Kantor Menteri Negara Lingkungan Hidup Koperasi Unit Desa Lembaga Swadaya Masyarakat Nilai Objek Pajak Bumi dan Bangunan Perusahaan Daerah Air Minum Pajak Bumi dan Bangunan Pemerintah Daerah Public Water Service Cooperation Pembinaan Kesejahteraan Keluarga Water Resources Development and Conservation Section Pos Pelayanan Immunisasi Desa Pos Pelayanan Terpadu Pajak Penghasilan Panitia Pelaksanaan Tata Pengaturan Air Propinsi Panitia Tata Pengaturan Air
12 Puskesmas RKL RPL RT RTRWP RW Sekdes SK Sosek Th Pusat Kesehatan Masyarakat Rencana Pengelolaan Lingkungan Rencana Pemantauan Lingkungan Rukun Tetangga Rencana Tata Ruang Wilayah Propinsi Rukun Warga Sekretaris Desa Surat Keputusan Sosial Ekonomi Tahun
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14 Annex-A: Lower Bolango River Improvement Plan in M/P and F/S... APP - 1 Annex-B: Standrand Cross Section of Lower Bolango River Improvement Plan in F/S and F/U... APP - 7 Annex-C: Proposed Lower Bolango River Improvement Plan in F/U (with practical use of Steel and Reinforced Concrete)... APP - 10 Annex-D: Cross Sections of Proposed Lower Bolango River Improvement Plan in F/U (with practical use of Steel and Reinforced Concrete)... APP - 15 Annex-E: Proposed Lower Bolango River Improvement Plan in F/U (with practical use of Concrete, Gabion and Sodding)... APP - 32 Annex-F: Cross Sections of Proposed Lower Bolango River Improvement Plan in F/U (with practical use of Concrete, Gabion and Sodding)... APP - 37 Annex-G: Proposed Tamalate Floodway Alignment in F/S and F/U... APP - 54 Annex-H: Results of Flood Inundation Survey... APP - 57 Annex-I: Preliminary Design of Drainage Pumping Station... APP - 62 Annex-J: Methodology of the Attitude Surveys on the People Potentially Affected by the Land Expropriation...APP - 64 Annex-K: Memorandum of Understanding between DGWR and Province on Project for Flood Mitigation in LBB Basin, Gorontalo... APP - 66 Annex-L: Reforestation Programs in LBB Basin and their Achievements by Desa/ Kelurahan during APP - 71 Annex-M: Comparison in the Numbers of the Current Occupants of the Areas Potentially Affected by the Land Expropriation and Resettlement by Desa/ Kelurahan... APP - 74
15 Annex-N: Location Maps of the Current Houses Potentially Affected by the Project (the original project plan in the F/S stage)... APP - 77 Annex-O: Photographs Over-viewing around the Houses of the Target Population in the Attitude surveys... APP - 90 Annex-P: Some Sketches Showing the House or Community of the Target Population at Attitude Surveys... APP - 95 Annex-Q: Summary of Environmental Management and Monitoring Plans (RKL, RPL) concerning the Original Project Plan at the F/S stage... APP - 98 Annex-R: Location Maps of the Current Houses Potentially Affected by the Modified Project (the modified project plan proposed at the Follow-up Stage)... APP Annex-S: Collected Material in Follow-up Study... APP Annex-T: Alignment Alternative of Tamalate Floodway-mouth... APP Annex-U: Longitudinal Profile of Bone, Bolango and Tamalate Rivers... APP Annex-V: Others... APP Annex-W: Minutes of Meeting on Draft Final Report of the Follow-up Study, held on 10 January 2005, and Memorandum on Darft Final Report of the Follow-up Study, dated on 10 January APP - 126
16 80, ,000 JICA (M/P) EIRR
17 M/P JICA 6/27 7/5 2. JICA 3 4 6/27 8/9 5 6/27 7/ JICA 1/5 1/11 2 1/4 1/
18
19
20 - 5 -
21 - 6-1 (a (b (c
22 (d (e (f 2 (a 60km 2 60m 3 /s 60 3 /s (b2002 (c 3 (a
23 F/S /s / / 250m 3 /s s /
24
25 3 1) 2) 3) 4)
26 1) 2) 1) 2) (2)
27 - 12 -
28 2 (1) (2) (M/P) m 3 / ( ) 892km 2 60% 2-4mm 1,900-3,800m 3 /km M/P (1) (2) (3) 3 Alo-Pohu (C.A=477km 2 )Biyonga (C.A=66km 2 ) Alo-Pohu Reksonegoro Biyonga
29 ( -1~5 ) 2-1 Alo-Pohu ( ) 2-2 Reksonegoro 2-3Alo-Pohu 2-4 (Biyonga Huludupitango ) 2-5 Biyonga
30 JICA Alo-Pohu ( ) ( ) 30km
31 2-1 (km 2 ) Alo-Pohu 477 Marisa 64 Meluopo 27 Biyonga (km 2 ) (ha) Alo-Pohu Molalahu Alo 196 1, Pohu 134 1, Alo-Pohu Alo Biyonga Huludupitango 57 1, % (2-1 ) JICA (M/P ) mMSL 58m 3 /s Tomini
32 ( 2-7 ) ( -8 ) km
33 JICA ( ) mm mm Jalaluddin 80mm 5 108mm ( mm) Jalaluddin Jalaluddin Bongomeme Pohu Biyonga Biyonga Dulamayo Bolango Boidu Lomaya Alale Alale
34 Rainfall Amount (mm) Date Jalaluddin Rainfall Amount (mm) Date Bongomeme Rainfall Amount (mm) Date Biyonga Rainfall Amount (mm) Date Dulamayo Rainfall Amount (mm) Date Boidu Rainfall Amount (mm) Date Alale
35 2002 JICA Isimu Alo 196km 2 Biyonga Biyonga 68km 2 Pohu Pohu 134km 2 Dembe 1 Limboto 892km 2 Outlet Tapodu Tapodu 892km 2 Lomaya Bolango 388km 2 Telaga Br. Bolango 462km 2 Alale Bone 1,060km 2 Bone Rivermouth Bone 2,701km km cm m 1m ( ) (1) (2) m
36 In( ) dv/dt( ) Out( ) Out=In-dV/dt
37 Water Level (m MSL) Water Level Hydrograph in Limboto Basin Sg. Biyonga Limboto Lake Sg. Tapodu Date in May 2002 Water Level (m MSL) 28 Water Level Hydrograph in Bone River Alale Date in May 2002 Water Level (m MSL) Water Level Hydrograph in Lower Bolango Basin Date in May 2002 Telaga Br. Sg. Tapodu Tide (Highest)
38 Volume (1000m3) 90,000 Water Balance of Limboto Lake 80,000 70,000 60,000 50,000 40,000 30,000 Lake Storage Inflow(Runoff) Inflow(Rainfall) 20,000 10, Date in May Discharge (m3/s) Flow Balance of Limboto Lake-Bolango River Bolango_Q Tapodu_Q Telaga_Q Date in May m 3 /s 100m 3 /s ( )
39 2 3-3 ( ) / 1 ( ) ( 1 ) ( )
40 CIDA
41
42 (1) (2) (3) (4)
43 JICA 1 A (Biawao) 2m 1 ( )
44 ( ) ( 1 3 ) A 3-7 A
45 App ( 3-3 )
46 10 ( ) ~60m 3 /s ( 3-4 )
47 (Bugis) ( ) ( 3-5 ) ( 3-6 )
48 ( )
49 20 750m 3 /s 550m 3 /s JICA M/P 550m 3 /s 200m 3 /s M/P 4.0mMSL ( 2.0mMSL 4.0mMSL) 4.4mMSL ( 0.4m) 4.4mMSL mMSL 0( ) 6.1mMSL 5.5mMSL 550m3/s 70m 4.1m( )3.5m ( ) 1.0m 1:2 1,726m 2.0mMSL 4.0mMSL ( 35m 2)
50 m 3 / ( 5.5mMSL) 2.0mMSL 4.0mMSL 4.0mMSL 4.4mMSL
51 550m 3 /s 200m 3 /s JICA F/S 250m 3 /s 4-1 JICA 750m 3 /s 250m 3 /s ( ) m 3 /s
52 ( ) 20 (1) 70m 2.0mMSL 1:2 (2) 5.2mMSL(F/S ) 4.0mMSL(6.1mMSL ) 1/1,250(=( )m/1,500m) (3) 5.2mMSL 3.2m 244m m (4) 1.91m/s 470m 3 /s (a) 4.4mMSL (b) (Area Reduction Factor )
53 (c) 750m 3 /s 6.1mMSL (4.4+ )mmsl 550m 3 /s (d) mMSL 4.97mMSL 200m 3 /s 550m 3 /s ( ) m 550m 3 /s
54 - 39 -
55 m 3 /s 750m 3 /s 550m 3 /s
56
57 JICA JICA 1/20 120m 3 /s ( ) 60m 3 /s 1/20 120m 3 /s ( )
58 ( ) ( ) ( )
59 (1993 ) JICA (US-SCS) (SCS ) JICA
60 - ( ) 10 60m 3 /s 5 80m 3 /s
61 5-1 ( 388km 2 ) ( 58km 2 ) 446km 2 (5-2 ) ( 5-7 ) 6.9km 1/410 ( )80m ( )400m
62 5-7 Discharge (m3/s) Flood Storage Effects of Bolango Upper Channel Time (hr) 5-2 (5 ) Qin Qout 5-1 (5 ) 321 m 3 /s 210 m 3 /s 111 m 3 /s 35%
63 ( ) SCS Tc CN CN CN CN=62 (446km 2 ) Discharge (m3/s) Comparison of Model Parameter CN and Flood Routine Results Qout CN: Time (hr) Note: m 3 /s
64 m 3 /s (km 2 ) Discharge (m3/s) Design Flood Hydrograph in the Bolango River Middle Bolango Lower Bolango Time (hr) 5 JICA (5 ) ( ) -270 m 3 /s 250 m 3 /s m 3 /s 150 m 3 /s ( 5-8 )
65 5-8 ( ) Discharge (m3/s) Year Flood Hydrograph in Tamalate River Basin Entire Tamalate Diversion Point Lower Tamalate Time (hour)
66 5 (80m 3 /s) (60m 3 /s) ( ) 5 80m 3 /s (5 ) 80 m 3 /s 80 m 3 /s 80 m 3 /s 129 m 3 /s 58 m 3 /s 60 m 3 /s ( ) (1) (2) ( - ) 270m 3 /s ( - ) 270m 3 /s
67 80m 3 /s ( - ) 60m 3 /s 5-5 ( ) ( ) ( ) 5 Q 270m 3 /s (H.W.L)JICA F/S 5 H.W.L (HF) 0.8m M/P H.W.L
68 5 H.W.L+1.8mMSL JICA M/P F/S 20 EL+2.62m JICA M/P H.W.L 0.8m JICA 2 1/1,0001/1,
69 (2) Tenda Bridge Non-Uniform Calculation Results of Lower Bolango River Stretch-I Stretch-II Stretch-III Potanga Bridge Elevation (EL+ m) Tenilo Bridge Left Bank Right Bank Floodplain Elevation Original Section (100m3/s) Original Section (200m3/s) Original Section (270m3/s) ,000 2,000 3,000 4,000 5,000 6,000 Distance from Confluence with Bone (m) Note: Stretch Description (m/s) I II 2.0 III 1.5 * 200m 3 /s Stretch-II II R II L = ~200m 3 /s 200m 3 /s Stretch-II 200m 3 /s 2001 Stretch-III Stretch-II Stretch-I JICA Stretch-I Stretch-III
70 270m 3 /s 5 JICA 200m 3 /s 5-6 Stretch I IIR ( ) Sort-cut IIL HWL ( ) III *Note Supporting Report Volume-V 5-7 I (IIR) (IIL) (III) Volume-VIII Drawings
71 5-8 I (IIR) (IIL) (III) :1.5 Annex-A m 3 /s 50cm
72 Non-Uniform Calculation Results of Lower Bolango River 8 Stretch-I Stretch-II Stretch-III Elevation(DL+ m) Tenda Bridge Tenilo Bridge Potanga Bridge ,000 2,000 3,000 4,000 5,000 6,000 Distance from Confluence with Bone (m) Left Bank Right Bank Original Section (200m3/s) Drawing in F/S (200m3/s) DHWL in Report (200m3/s) Original Section (270m3/s) Drawing in F/S (300m3/s) DRB in Report Lowest Riverbed in Drawing DRB in Drawing Report Note: DRB; Design RiverbedReport; Final Report Vol-VDrawing; Vol-VIII 5-8 JICA m3 260 m3 350 m3 6,200 ton 115,000 m3 3,500 m3 1,000 m2 62,000 % 10 % 5 %
73 5-10 Stretch-I Stretch-IIR Stretch-IIL Stretch-III Tenda ,000 Stretch-I Stretch-III Longitudinal Profile of Lower Bone and Bolango River 8 Bone River Stretch-I Stretch-II Stretch-III Water Level (DL+ m) Tenda Bridge Tenilo Bridge Potanga Bridge Design Riverbed by JICA FS (2001) Left Bank -2 Right Bank -4 Design Riverbed by Follow-up (2004) ( Project HWL ) ,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000 Distance from Bone Rivermouth (m) Note: EL-2.829(m) EL+1.600(m) I = 1/1,
74 Annex-B cm 30~35m 24~30m 24.3m Stretch-I (PC ) (PC B/D Stretch-III 1:2.0 1:1.0 B/D JICA 150m 3 /s 270m 3 /s 100m
75 Annex-C Q=270m 3 /s Water Level (DL+ m) Non-Uniform Calculation Results of Lower Bone and Bolango River Bone River Stretch-I Stretch-II Stretch-III Tenda Bridge Potanga Bridge Tenilo Bridge Design Riverbed by JICA FS (2001) Tentative Design Riverbed by Follow-up (2004) Left Bank Right Bank DHWL in Report (200m3/s) Original Section (270m3/s) ( Project HWL ) Drawing in F/S (270m3/s) New Result (270m3/s) 0 1,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000 Distance from Confluence with Bone (m)
76 Annex-C Annex-D Stretch-II L stretch-iii Annex-C Annex-D Annex-EAnnex-F m 3 /s *1 4 Note:*1: Annex-E
77 (*4) B x H = 3.0 x 1.5m x 2 B x H = 3.0 x 1.5m (*3) Q=1.0~2.0m 3 /s (*1) Q=3.0~5.0m 3 /s (*2) Note : (*4) 2 *700mm *1 : *2 : *3 : Aneex-I Preliminary Design Drainage Pumping Station *4 : Annex-V Others (App-123)
78 , km 3, , ,000 5% 10% F/S 5-16 F/S Stretch-I - 2,000 30,000 Stretch-II R 10,000-36,000 30,000 Stretch-II L 103, , ,000 Tenda Short-cut 35,000 35,000 Stretch-III 20,000-50,000 30,000 ( : Rp/m 2 ) F/S Rp.18,000,000/
79 5-17 Stretch-I 30,000 2,790 83,700,000 18,000, ,000,000 Stretch-II L 200,000 4, ,000,000 18,000, ,000,000 Stretch-II R 30,000 30, ,500,000 18,000, ,000,000 30,000-11, ,800,000 Tenda Short-cut 35, ,250,000 18,000, ,000,000 Stretch-III 30,000 51,140 1,534,200,000 18,000, ,000,000 30,000-5, ,900,000 0 Total 76,230 3,152,950, ,224,000,000 Grand Total 4,376,950,000 ( : Rp) 50 m ,000 3 = 222 ( m / day) ( 3years 250days 3parties) D/S
80 F/C E/C F/C 20% F/C E/C F/S 5-19 Conversion Factor No. Item Factor No. Item Factor 1 Excavation Concrete Pile Embankment Steel Sheet Pile Sodding Bridge Wet Rubble Masonry Pumping Station Riprap Others Gravel Bedding O & M Gabion Mattress Compensation Concrete Engineering Serveice Reinforcement bar D/S F/C E/C 5-20 F/C E/C D/S Finacial Item 1st 2nd Year 3rd 4th 5th--- Total Construction 16,999 25,498 25,498 16,999 84,993 Compensation 4,377 4,377 Administaration 960 1,440 1, ,800 Engineering Service 1,165 1,747 1,747 1,165 5,824 O & M Total 23,500 28,685 28,898 19, ,972 Economic Item 1st 2nd Year 3rd 4th 5th--- Total Construction 15,772 23,657 23,657 15,772 78,858 Compensation 1,313 1,313 Administaration 864 1,296 1, ,320 Engineering Service 1,165 1,747 1,747 1,165 5,824 O & M Total 19,114 26,701 26,898 18, ,223 Note : *1 ; Price & physical contingencies are included in Construction Cost. *2 ; Unit: million Rupiah *3 ; O&M is 0.5% of Construction Cost. That shall be paid continuously. *4 ; Administration is divided into annual fiscal year from F/S. *5 ; Compensation will be paid at initial year. (million Rp)
81 5-22 EIA I (IIR) (IIL) (III)
82 cm 5-12 O&M
83 O&M W/S W/S
84 5-23 F/S (S=1:1,000) +10m 7km50m 35ha F/S (S=1:1,000) +10m 3km50m 15ha F/S 5 9 F/S 100m m 100m m 100m 30 50m m S=1:1,000 S=1: S=1: m m m JICA
85 5 5 Q 80m 3 /s 60m 3 /s m 3 /s 5 (80m 3 /s) 5-13 HF 0.6m HWL
86 5-24 Q = 120 m 3 /s I = 1/1,000 EL+6.97m EL+9.70m EL+4.30 EL Annex-G
87 5-25 Follow-up Q = 80 m 3 /s I = 1/1,000 EL+7.00m EL+9.82m EL+3.80 EL Follow-up 29 9 Annex-G (App-56) F/S Annex-G (APP-56) Annex-T (APP-114) ( )
88 5-26 Diversion Weir (B=1.5~7.0m) Aqueduct Bridge ; 3 *Note; Aqueduct Bridge Siphon , F/S 5-28 F/S 7,000-35,000 20,000 ( : Rp/m 2 ) F/S Rp.18,000,000/ ,
89 5-29 (Rp/m 2 ) (m 2 ) (Rp) (Rp/house) (Structures) (Rp) Tamalate 20, ,000, Total 66,300 1,326,000, ,000,000 Grand Total 1,488,000, m 3 7 2~ No.1 No.2 No.3 No.4 No.5 Farm Br.-No.1 Farm Br.-No.2 Aquaduct Bridge-1 Aquaduct Bridge-2 Aquaduct Bridge-3 Diversion Weir D/S F/C E/C F/C F/C E/C 3 D/S F/C E/C F/C E/C
90 5-31 D/S Finacial Year Item 1st 2nd 3rd 4th 5th--- Total Construction 5,653 7,538 5,653 18,845 Compensation 1,488 1,488 Administaration Engineering Service ,291 O & M Total 7,799 8,414 6, ,778 Economic Year Item 1st 2nd 3rd 4th 5th--- Total Construction 5,291 7,055 5,291 17,637 Compensation Administaration Engineering Service ,291 O & M Total 6,368 7,896 5, ,423 Note : *1 ; EIA 2 2km - 5~6ha
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