Appendix 5. Cost Estimation Borne by the Recipient Country
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1 Appendix 5. Cost Estimation Borne by the Recipient Country
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5 Appendix 6. Survey Result of Hydrology
6 Appendix6-1 Data of Climate and Meteorology Figure Rainfall Gauging Station Figure Water Level Gauging Station Figure Maximum Water Level Table Table Table Meteoro-Hydrological Data and Rainfall Rainfall Days and Strength
7 No.8 No.6 TAY BINH PHUOC DONG 14 No.2 No.1 CHAU AN GIANG RACH KIEN GIANG 63 CA MAU CA MAU 1A CAMBODIA DONG THAP BAC LIEU 80 No.4 3 1A CAO 91 1A CAN THO CAN THO 61 BAC Legend TAY NINH VINH LONG 1A SOC TRANG SOC TRANG No.7 1A LONG AN MY THO TRA VINH 1A TAN AN TIEN GIANG BEN 60 TRA VINH BINH DUONG THU 13 HO CHI MINH TIEN GIANG BEN TRE DONG NAI DAU BIEN No.3 Station 1 Cao Lanh 2 Than Chau 3 My Tho 4 Moc Hoa 5 Bin Ba 6 Tay Ninh 7 Camau 8 Phuoc Long 9 Tri An 10 Bien Hoa 20 1A BA RIA VUNG TAU VUNG TAU No.5 No.9 No.10 Primary Road Border Provincial Border Provincial Capital Major River Gauging Station Fig Rainfall Gauging Station
8 No.2 No.2 CAMBODIA No.18 TAY BINH PHUOC DONG 14 BINH DUONG No. No. No.15 No.16 No.33 No. CHAU AN GIANG RACH KIEN GIANG CA MAU CA MAU 1A 63 No Primary Road Border No. BAC LIEU Provincial Border Provincial Capital Major River DONG THAP CAO BAC Gauging Station No.2 No.12 No.29 No.34 Legend 1A No.27 No.7 No A CAN THO CAN THO 61 No.17 VINH LONG 1A SOC TRANG SOC TRANG No.35 No.32 TAY NINH No.20 1A LONG AN MY THO TRA VINH HO CHI MINH 1A TAN AN 50 TIEN GIANG No.6 No.4 BEN TRA VINH No.31 No.14 THU TIEN GIANG 50 BEN TRE DAU BIEN No.28 DONG NAI No Station No. Station 1 Tan Chau 19 Bien Hoa 2 Cho Moi 20 Phu An 3 Cao Lanh 21 Nha Be 4 My Thuan 22 Ben Luc 5 My Tho 23 Phuoc Long 6 Cai Lay 24 Tri An 7 Moc Hoa 25 Dau Tieng 8 Hung Thanh 26 Ca Mau 9 Tra Vinh 27 Nam Can 10 Hoa Binh 28 Vung Tau 11 Chau Doc 29 Rach Gia 12 Long Xuyen 30 Tan An 13 Can Tho 31 Phung Hiep 14 Dai Ngai 32 Ganh Hao 15 Tri Ton 33 Song Doc 16 Tan Hiep 34 Phuoc Long 17 Vi Thanh 35 My Thanh 18 Thu Dau Mot 20 1A BA RIA VUNG TAU VUNG TAU No.10 No.5 No.9 No.22 No. No.2 No.21 No.30
9 Jan. Feb. Mar. Apr. May Jun. Jul. Aug. Sep. Oct. Nov. Dec. 1.Tan Chau Cho Moi Cao Lanh My Thuan My Tho Tra Vinh Hoa Binh
10 Fig 6-1-3(2) Jan. Feb. Mar. Apr. May Jun. Jul. Aug. Sep. Oct. Nov. Dec. 11.Chau Doc Long Xuyen Can Tho Dai Ngai Tri Ton Tan Hiep Vi Thanh
11 Fig 6-1-3(3) Jan. Feb. Mar. Apr. May Jun. Jul. Aug. Sep. Oct. Nov. Dec. 6.Cai Lay Moc Hoa Hung Thanh
12 Fig 6-1-3(4) Jan. Feb. Mar. Apr. May Jun. Jul. Aug. Sep. Oct. Nov. Dec. 18.Thu Dau Mot Bien Hoa Phu An Nha Be
13 Table Meteoro-Hydrological Data Total Remarks(Data Source) 1 Chau Doc Moc Hoa HCM City Can Tho Ca Mau Humidity (Data Source:Local Givernment Average Remarks(Data Source) 4 Can Tho Wind Velocity / (Data Source:Local Givernment Average Remarks(Data Source) 1 Phuoc Long Chau Doc Moc Hoa Average Remarks(Data Source) 1 Phuoc Long Chau Doc Moc Hoa
14 Table and Rainfall 1. Cao Lanh Year Item Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Total Tan Chau , , , , ,020.9 Year Item Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Total , , , , ,375.4
15 3. My Tho Year Item Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Total , , , , , Moc Hoa Year Item Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Total , , , , ,818.0
16 5. Tay Ninh Year Item Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Total , , , , , , ,878.2
17 6. Ca Mau Year Item Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Total , , , , , , , , , ,549.4
18 7. Tra Vinh Year Item Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Total , , , , , , , , ,812.4
19 8. Phuoc Long Year Item Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Total , , , , , Tri An Year Item Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Total , , , , ,588.3
20 Table Rainfall Days and Strength
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23 Appendix 6-2 : Hydrological Analysis and Design Water Level Table Table Water Level Gauging Station and Water Level Data Maximum Water Levels Data Data Design Water Level of 2 bridges in Dong Tap Province Design Water Level of Saigon Bridges in Tay Ninh Province
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25 Table Water Level Datum : State (cm) River Tien Hau Hau East Sea Year 1. Tan Chau 11.Chau Doc 14.Dai Ngai 28.Vung Tau Max. Max. Max. Max
26 Table Water Level River Tien Rach Ong Chuong Tien Tien Tien Rach Ba Rai Vam Co Tay Phuoc Xuyen Year 1. Tan Chau 2. Cho Moi 3. Cao Lanh 4. My Thuan 5. My Tho 6. Cai Lay 7. Moc Hoa 8. Hung Thanh Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min N.A N.A N.A N.A N.A Ref. Table-(1) N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A
27 River Year Co.Chien 9.Tra Vinh Tien 10.Hoa Binh Hau 11.Chau Doc Hau 12.Long Xuyen Hau 13.Can Tho Hau 14.Dai Ngai Xang Tri Ton 15.Tri Ton Kenh Cai San 16. Tan Hiep Kenh X 17.Vi T Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A Ref. Table-(1) Ref. Table-(1) River Year Sai Gon 18. Thu Dau Mot Dong Nai 19. Bien Hoa Sai Gon 20. Phu An Dong Nai 21. Nha Be Vam Co Dong 22. Ben Luc 23.Phuoc Long Dong Nai 24.Tri An 25.Dau Tieng Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min N.A N.A N.A N.A N.A N.A N.A 1983 N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A N.A
28 Year 26. Ca Mau 27.Nam Can 28.Vung Tau 29.Rach Gia 30.Tan An 31.Phung Hiep 32.Ganh Hao 33.Song Doc 35.My Thanh Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. 34.Phuoc Long N.A Max. Max. Max N.A 154 N.A N.A 128 N.A N.A 129 N.A N.A 128 N.A N.A 76 N.A 134 N.A 126 N.A N.A 83 N.A 123 N.A 122 N.A N.A 115 N.A 133 N.A 130 N.A N.A 85 N.A 124 N.A 128 N.A N.A 82 N.A 129 N.A 142 N.A N.A 79 N.A 122 N.A 139 N.A N.A Ref. Table-(1) 88 N.A 119 N.A 137 N.A N.A 97 N.A 130 N.A 147 N.A N.A 77 N.A 126 N.A 146 N.A N.A 100 N.A 143 N.A 129 N.A N.A 88 N.A 134 N.A 140 N.A N.A 70 N.A 159 N.A 135 N.A N.A 82 N.A 175 N.A 136 N.A N.A 88 N.A 108 N.A 128 N.A N.A 98 N.A 167 N.A 128 N.A N.A 93 N.A 129 N.A N.A N.A N.A N.A Note: 1).N.A : Not Available
29 Data Design Water Level of 2 Bridges in Dong Tap Provinces 1.Water Levels in 1978 Floods Unit: Nui Nai EL (m) No. Stations Areas Max 1 Tan Chau Mekong river Hung Thanh Plain of reeds * Note Datum : Mui Nai EL (=State EL+0.167m) Datum : State=Mui Nai m *: Estimted Water Level referring to the water level relations of Tan Chau Station in 1978 and Estimate of Water Levels Tram Chim Bridge (No.21) and Kenh Tu Bridge (No.22) No.21 Tan Chau Sta. 4.94m No.22 Huang Thanh Sta. L=7cm in Map 2.45m L=11.0cm in Map L=12.5 cm in Map 1).Tram Chim Bridge (No.21) Mui Nai EL=3.5m State EL=3.33m 2).Kenh Tu Bridge (No.22) Mui Nai EL=2.7m State EL=2.53m
30 Data Design Water Level of 2 Bridges in Dong Tap Provinces HYDROLOGICAL CACULATION FOR SAIGON BRIDGE 1). Calculation of Design discharge and water level The SaiGon Bridge spans across the Saigon River at the upstream section belonging to Binh Phuoc Province. Due to the almost of river water flows in the main riverbed so causing a big velocity. - The historical flood happened at the bridge site in 1990 with the maximum water level of 19.66m, which corresponding to the discharge of m 3 /s and flow velocity of 2.126m/s. - The second one happened in 1998 with the maximum water level of 18.84m and discharge of m3/s, and velocity of 2.084m/s - The average annual maximum water level is corresponding to the maximum water level in 1990, which was 18.34m, and corresponding with discharge of m3/s and flow velocity of 2.012m/s. - Based on the rainfall records in Binh Phuoc and the discharge records at Thu Dau Mot, the coefficient of variation for river section was determined with result as below: Cv = 1.52 Based on the coefficient of variation (Cv), it can determine the module coefficient K, which is the ratio between the maximum discharge of design frequency and the average maximum discharge, and based on the ready calculated table No. 40 of the Bridge design book compiled by BONDAKOB (Russian), with f = 1% k = 1.52 So design flood discharge with f = 1% is determined as follows: Q 1% = k. Q 51% = 1.52 x 582.6m3/s = m3/s Based on the determined discharge and water level results, establishing the curve of discharges water level, and with Q1% = m3/s H1% = 295m and V1% = 2.20m/s. 2) Calculation of Bridge Opening The geological condition at Bridge site is bedrock through a long-term period, the weathered and weak upper layers have been eroded, and established a stable river bed. With design 1% flood water level, H1% = 295m the river width is 62m and t he proposed bridge scheme of 3 spans in type of 24,54mreinforced concrete girders (3 x 24,54m) will be suitable. 3) Scour Calculation - At the bridge site, the riverbed is rock so the scour calculation is not necessary. - Maximum water level with p = 5% H 5% = 18.84m - The elevation of girder bottom will be : 18.84m + 3m = 21.84m
31 Appendix 7. Survey Result of Geo-technical Investigation
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INDIANAPOLIS IN Latitude = 39.73 N WMO No. 72438 Longitude = 86.27 W Elevation = 87 feet Period of Record = 1973 to 1996 Average Pressure = 29.15 inches Hg Design Criteria Data Mean Coincident (Average)
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MIDLAND TX Latitude = 31.95 N WMO No. 72265 Longitude =2. W Elevation = 2861 feet Period of Record = 1973 to 1996 Average Pressure = 27.3 inches Hg Design Criteria Data Mean Coincident (Average) Values