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1 I Ciuda de La Habana Province ,188,000 12,000, % 5.0 km 2 9 m 47 m 3 68 km , GTE GTE GTE UNDP Global Environmental Facility F/S JICA GTE JICA Scope of Work (S/W) J-1
2 F/S Volume I: Executive Summary Volume II: Main Report, Part I Master Plan Volume III: Supporting Report Volume IV: Executive Summary Volume V: Main Report Part II Feasibility Study (1) 1) 28.8 C 21.4 C 35.8 C 8.5 C C C 2) 1,411mm % % (2) Luyanó Martin Pérez Tadeo 45.7 km 2 Luyanó Luyanó Martin Pérez Tadeo, km , km * m 3 / 114,860 62,105 8, ,969 L/km 2 / : CIMAB J-2
3 Luyanó 90m Martin Pérez 55 m Tadeo (1) ,860 km /km , 217,100 8,445,036 (75%) Ciudad de La Habana Province ,188,000 20% 26% 3,000 /km ,929,432 2,184,990 2,204,333 2,197,706 2,192,321 2,189,716 2,186,332 % DPPFA , Ciudad de la Habana Province 35% % 11,250 / km Plaza de la Revolucion 173,416 18,359 Centro Havana 153,878 73,684 Havana Vieja 99,499 97,026 Regla 42,870 40,764 Havana del Este 184,634 17,675 Guanabacoa 106,618 24,848 San Miguel del Padron 154, ,803 Diez de Octubre 230, ,038 Cerro 135,729 97,889 Arroyo Naranjo 199,317 31,676 1,481, ,762 (2) Special period in Time of Peace J-3
4 GNP 37% % 1995 Helms-Burton GDP 1.4 GDP Year 1996 Year 1997 Year 1998 Year 1999 Year 2000 Total GDP (Million pesos) At current prices 22,815 22,952 23,901 25,504 27,635 At constant (1981) prices 14,218 14,572 14,754 15,674 16,556 % change, year on year 7.8% 2.5% 1.2% 6.2% 5.6% By expenditure (Million pesos at constant 1981 prices) Private consumption 6,085 6,120 6,315 6,599 6,904 Government consumption 4,749 4,809 4,957 5,000 5,133 Gross fixed investment 1,166 1,180 1,254 1,615 2,185 External balance 2,403 2,375 2,302 2,586 2,467 Statistical discrepancy Total 14,218 14,572 14,754 15,674 16,556 By sector (Million pesos at constant 1981 prices) Agriculture 1,075 1,074 1,018 1,123 1,253 Industry 4,949 5,314 5,490 5,843 6,168 Mining Construction Electricity, gas & water supp Manufacturing 3,835 4,155 4,291 4,595 4,794 Services 8,193 8,185 8,247 8,708 9,135 Total 14,218 14,572 14,754 15,674 16,556 Sources: Banco Central de Cuba (3) J-4
5 1.5 ( ) (US$) / 28% Varadero % 150% 75% (1) 1.6 (km 2 ) (%) : Estudio de caso: Bahía de La Habana, Cuba, under Proyecto GEF/RLA/93/G41Proyecto Regional Planificación y Manejo de Bahías y Areas Costeras Fuertemente Contaminadas del Gran Caribe 80% (2) ,317,000m 3 / 48,400 m 3 / 1,268,600m 3 / 96.6% 4,806 m 3 / (1.32 m 3 / ) 604 (lpcd) 2,180,000 50% INRH (Norm) J-5
6 lpcd 470 lpcd m 17 m Atares Guasabacoa DO CIMAB 2002 DO DO Atares Marimelena DO DO 2.0 mg/l DO Atares, Marimelena Guasabacoa Atares Marimelena Guasabacoa Atares NH 4 -N 0.5 mg/l NO 2 -N NO 3 -N J-6
7 Atares Guasabacoa SS -a Canal de Entrada Centro de la Bahia Canal de Entrada Atares ( ) Atarés Centro de la Bahía Zinc (Zn) (Cu) Atares Zn Atares 1,759 mg/kg- Guasabacoa 1,230 mg/kg (1,043 1,623 mg/kg) BOD 5 Habana Vieja Matadero Agua Dulce Colector Principal Playa del Chivo Colector Principal Colector Paralelo Orengo Colector Principal J-7
8 / Habana Vieja 4,455 4, ,320 Dren Arroyo Matadero 5,126 4, ,015 8,942 Dren Agua Dulce 5,943 5, ,630 6,770 Rio Luyano 36,594 12,688 29,803 9,784 Rio Martin Perez 3,185 3, ,518 Rio Tadeo 2, ,256 1,807 Refinery Area 23,701 22,634 22,823 21,723 Casa Blanca Cabaña ,853 55,021 83,009 51, Agua Dulce Matadero illegal connections Agua Dulce Matadero San Nicolás I) San Nicolas II) Matadero III) Agua Duluce J-8
9 1.5.3 INRH Matadero Avenida Colon y Bellavista Tulipan y Estancia 1.1 Ermita y San Pedro J-9
10 JICA 1.1 J-10
11 II F/S J-11
12 JICA 2.1 J-12
13 (1) : : Malecon : : (2) Vertimiento De Aguas Residuales a Las Costas y Aguas Marinas - Especificaciones Class A - Class B - Class C - Class D - Class E - Class F DO Class E 2.1 Class A Class C Class D Class E Class F (DO) mg/l MPN/100 ml : Class B 2.2 DO 2002 Atares, Guasabacoa Marimelena Class E Atares DO Class F Guasabacoa DO Class F Marimelena Class D Class F Centro Class C Class F Class C Class E J-13
14 1 : Class E DO (3 mg/l) 2 : Class E (5 mg/l ) O O O (1) NC-27 (1999) Discharge Standards to Inland Surface Waters Luyanó Martin Pérez Type B Class E DO 3 mg/l CartagenaLand Based Sources Protocol (LBS Protocol) O J-14
15 DO Class A Class C Class D Class E Class F (DO) mg/l MPN/100 ml : Class B Class A - Class B - Class C - Class D - Class E - Class F - JICA 2.2 DO 2002 ) J-15
16 (2) GEF/UNDP (Zone 4 Zone 6) GEF/UNDP (Zone 4 Zone 6) Agua Dulce Luyanó Luyanó-Abajo (Zone 6) 4 Luyanó Martin Pérez Arroyo Tadeo 5 6 (3) 1) DO DO Atares DO 3 mg/l 3 Atares DO 3 mg/l 4 2 Atares DO Guasabacoa DO 2) BOD BODd Guasabacoa 4 5 BODd () 4 () 6 () J-16
17 3) NH 4 -N PO 4 -P 6() Gusabacoa 4) -a Chl-a 4 Chl-a 6 µg/l 6 () Chl-a (4) DO 3 mg/l DO Atares 3 mg/l -a Chla Atares Guasabacoa J-17
18 Case 2 DO Case 4 DO Case 5 DO Case 6 DO JICA 2.3 DO J-18
19 ,500 ha 5,700 ha 800 ha 100 ha 2.3 (2020 ) 1. 6,432.2 ha 5,665.3 ha ha 6,432.2 ha ha 5. 1,086.6 ha : JICA ha ha 1,086.6 ha , Municipality related Havana Basin * Plaza de la revolucion 9,395 9,400 9,400 9,400 9,500 9,500 Centro habana 86,106 78,700 77,800 76,800 75,700 74,600 Habana vieja 105,178 95,000 94,400 93,600 92,800 92,000 Regla 41,798 42,200 43,100 44,300 45,500 46,700 La habana del este 15,025 15,500 16,500 17,700 19,000 20,200 Guanabacoa 24,354 24,400 25,400 26,700 27,900 29,200 San miguel del padron 145, , , , , ,200 Diez de octubre 239, , , , , ,300 Cerro 97,507 95,200 96,000 96,900 97,900 98,800 Arroyo naranjo 31,087 31,700 32,500 33,500 34,500 35,500 Total 796, , , , , ,000 *:Estudio de Diagnostico sobre Asentamiento Humano en la Cuenca Bahia dela Habana : JICA J-19
20 (2020 ) 1. 2,110, , , , , , , ,500 54, ,500 : JICA (1) x x 2. x x 3. x 4. x : JICA 2020 Cuban Norm (2) J-20
21 2.7 lpcd ( Norma ) lpcd % 15 lpcd % 90 : JICA (3) () lpcd => =>154 (m 3 / ) , , , , , , , , , , , , ,800 31, , , , , , , , , ,900 23, , ,100 52,100 59, ,700 26, ,500 24, ,900 7, ,900 19,900 4,200 6, ,400 54,500 13,200 24,000 47,400 54,500 13,200 17, ,400 6,400 : JICA J-21
22 2.3.4 (1) BOD SST- NT-P 2.9 BOD 5-40 g BOD 5 / / SS T-N T-P : JICA (2) - 40 g SS* / / g T-N/ / g T-P/ / 2.10 BOD 5 SS T-N T-P T-N T-P 70% 30% (4) (BOD 5 : 300 mg/l SS: 300 mg/l T-N: 50 mg/l T-P: 10 mg/l). BOD 5 : 100 mg/l SS: 100 mg/l T-N: 15 mg/l T-P: 5 mg/l 70 % 30% I/I lpcd / / Analisis Hidraulico del Sistema de Alcantarillado Principal de Ciudad de La Habana, 1996 Colector Norte Sur 5m 3 /ha/ 3m 3 /ha/ I/I 19.4 lpcd J-22
23 J-23
24 2.11 Central Sewerage System ,600 m 3 / 272,000 m 3 / 329,500 m 3 / 3. BOD : 190 mg/l, SS : 190 mg/l 4. BOD : 150 mg/l, TSS : 150 mg/l Matadero Agua Dulce Colector Sur Casablanca Colector Centro Habana, Cerro, Sur 1, Sur 2 and Sur 3 Colector Sur (: 1500mm 2100mm CP : 2.78km) : 1,350mm,CP,: 1,020m Colector Sur Nuevo : 1500mm CP : 1,830m : 1,030/1,200mm HDPE 1500mm CP : 500m Colector Su A : 1500mm CP : :580m, :1,070m Matadero Q=20 m 3 /min, H=12 m 3 1 Colector Sur Q=40 m 3 /min, H=12 m 2 Caballeria Casablanca (Q=1.75 m 3 /s, H=8 m)1 4 Q=1.75 m 3 /s, H=5 m m 140m 2 : JICA CP HDPE / J-24
25 (1) 2020 Luyanó-Martín Pérez Abajo (2) Luyanó-Martín Pérez Abajo 2020 Luyanó Casablanca Lunanó-Martín Pérez Abajo GTE INRH GEF/UNDP Lunanó-Martín Pérez Abajo GEF/UNDP M/P GEF/UNDP GEF/UNDP 2.2 GEF/UNDP (3) M/P Luyanó-Martín Pérez Abajo Luyanó J-25
26 Luyanó-Martín Pérez Abajo GEF/UNDP , , ,054 ha 1,300 ha ,940 m 3 / 56,400 m 3 / 23,240 m 3 / 27,485 m 3 / 21,300 m 3 / 25,194 m 3 / 3,400 m 3 / 3,704 m 3 / /250 mm HDPE 212 km ( Luyanó- Martín Pérez Right Colector 105 km Luyanó Left Colector 107 km) 4.2 (Colector) Luyanó-Martín Pérez Right Colector: 216/250mm 1030/1200mm, HDPE, 13.0 km 1500mm, 216/250 mm 1030/1200mm, HDPE, 5.4 km Luyanó Left Colector: 216/250mm 1030/1200mm, HDPE, 13.0 km 1500mm, 535/630 mm 1030/1200mm, HDPE, 1.3 km 5. Luyanó ,700 m 3 / (621 L/s) 71,000 m 3 / (821 L/s) : JICA J-26
27 (4) Luyanó Left Colector Luyanó Luyanó Left Colector M/P Luyanó Colector Sur Matadero Colector Sur Nuevo Colector Sur A Casablanca BOD 150mg/L Chivo Matadero Agua Dulce M/P Luyanó L/s 35,200 m 3 / 2.4 F/S Luyanó Luyanó-Martín Pérez Abayo J-27
28 JICA 2.4 Luyanó J-28
29 M/P J-29
30 , , , ,289ha 3,522 ha 767 ha ,600 m 3 / 263,700 m 3 / 99,373 m 3 / 126,102 m 3 / 91,091 m 3 / 115,592 m 3 / 14,081 m 3 / 21,918 m 3 / 4. BOD 2020 Central System 587, , ,100 2,989 ha 2,222 ha 767 ha 148,200 m 3 / 207,300 m 3 / 71,888 m 3 / 98,617 m 3 / 65,897 m 3 / 90,398 m 3 / 10,377 m 3 / 18,214 m 3 / 163, ,300 GEF/UNDP 25,300 1,300 ha (1,628 ha) 1,054 ha GEF/UNDP 246 ha 56,400 m 3 / (47,940 m 3 / ) 27,485 m 3 / (23,240 m 3 / ) 25,194 m 3 / (21,300 m 3 / ) 3,704 m 3 / (3,400 m 3 / ) () 800,000 74% 5,665 ha 62% 256,900 m 3 / 80% 121,900 m 3 / 82% 111,800 m 3 / 82% 23,100 m 3 / 61% 43.4 / 31.7 / 11.7 / 78.4 / (MP 11.1 / 2.2 / 21.7 / ) 1.2 / 0.0 / 1.2 / 33.4 / 55% 25.0 / 17.0 / 8.0 / 84% Matadero Matadero Caballeria 2 Q=1.75 m 3 /s, H=8 m Cerro Caballeria Colector Sur Nuevo Agua Dulce Agua Dulce Sur Sur A Q=1.75 m 3 /s, H=5 m, 4 Agua Dulce 2 () (GEF/UNDP 200L/s 207L/s 407L/s 35,200 m 3 /day ) 207L/s 614L/s 53,100 m 3 / 207L/s 821L/s 71,000 m 3 / J-30
31 No J JICA Study J-31
32 2.5.3 (1) GTE CITMA INRH/DPRH 2.14 MINAG MINSAP MIP (No.81) MINBAS MINBAS (2) Aguas de la Habana Acueducto del Este INRH INRH Aguas de Barcelona 25 M/P M/P Luyanó On-the-Job Varadero J-32
33 2.15 Luyanó Matadero Casablanca Chivo M/P 2.16 (1)(5) (4) (9) (3) (3) (3) (4) (1) (6) (4) (6)(7) (7) 2 (1)(6) (4) (4) (3) (7) (2) (8)(2) (12) (24) (1) 2003 (FC) (LC) J-33
34 (2) 2.17 (1) ( ), ( ) (2) (a) (b) (1) 3% (c) 10% 12% (d) 10% M/P M/P : (x 1,000 US$) (x 1,000 Pesos) M/P No. Central System Luyanó-Martín Pérez 1. 19,525 12,367 60,010 40,006 79,535 52, ,881 4, ,881 4, ,816 9,711 20,816 9,711 27,406 16,484 80,826 49, ,232 66, , , ,018 1,830 8,083 4,972 11,101 6, ,741 1,648 8,083 4,972 10,824 6,620 5,759 3,973 16,166 11,435 21,925 15,408 33,165 20,457 96,992 61, ,157 81,609 : JICA J-34
35 No : (x 1,000 US$) (x 1,000 Pesos) M/P 1.1 Colector Sur Nuevo, 3,139 2,091 3,139 2, ,237 4,824 3,480 2,320 1, ,400 1, Colector Sur 1,956 1, ,956 1, Colector Sur A 3,271 2, ,271 2, ,848 1, , , , ,525 12,367 6,619 4,411 9,480 5,672 3,426 2, Matadero 2,971 1,490 2,971 1, Casablanca 2,508 1,358 2,508 1, ,212 1, ,212 1, ,881 4,117 5,669 2,935 2,212 1, ,406 16,484 12,288 7,346 11,692 6,854 3,426 2, ,018 1,830 1, , ,741 1,648 1, , ,759 3,973 2,581 1,765 2,424 1, ,165 20,457 14,869 9,111 14,116 8,491 4,180 2,855 : JICA J-35
36 No. 1.1 Luyanó-Martín Pérez Right 2.20 : (x 1,000 US$) (x 1,000 Pesos) M/P FC LC FC LC FC LC FC LC 35,303 23,535 19,234 12,822 7,554 5,036 8,515 5,677 Luyanó Left ,707 16,471 4,730 3,154 7,211 4,807 12,766 8, ,010 40,006 23,964 15,976 14,765 9,843 21,281 14, ,816 9,711 6,891 3,273 7,709 3,614 6,216 2,824 80,826 49,717 30,855 19,249 22,474 13,457 27,497 17, , ,083 4,972 3,086 1,925 2,247 1,346 2,750 1, ,083 4,972 3,086 1,925 2,247 1,346 2,750 1,701 16,166 11,435 6,172 4,427 4,494 3,096 5,500 3,912 96,992 61,152 37,027 23,676 26,968 16,553 32,997 20,923 : JICA (3) O/M O/M 1) 2)3) ) ) Casablanca Matadero Luyanó 3) Luyanó J-36
37 2.21 M/P S-37 (x 1,000 Pesos) (x 1,000 Pesos) O/M (x Posos USD Luyanó Luyanó 1,000 USD) Matadero Casablanca Chivo WWTP Madero Casablanca Chivo WWTP Luyanó x 1,000 x 1,000 PS PS Re-PS PS PS Re-PS WWTP , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , J-37
38 2.5.5 M/P (1) M/P Central System Luyanó-Martin Perez Abajo 2.22 M/P 51% 39% GEF/UNDP 51% M/P BOD 5 T-N T-P SS kg/d 22,794 3, ,794 (A) kg/d 20, ,515 kg/d 11,723 1, ,723 GEF/UNDP 2, ,546 (B) kg/d M/P (C) kg/d 8, ,005 GEF M/P kg/d 10, ,551 C/A 39% 39% 39% 39% (B+C)/A 51% 51% 51% 51% JICA Central System 100% Playa del Chivo 2.23 Central System 2.23 BOD 5 T-N T-P SS kg/d 17,116 3, , % 100% 100% 100% * 17,032 1,284 2,303 7,244 * - Matadero, Agua Dulce San Nicholas (2) 2.24 M/P 2.25 J-38
39 (2002 ) BOD 5 T-N T-P SS () m 3 / kg/ kg/ kg/ kg/ Luyanó-abajo * 114,826 9,784 1, ,875 Luyanó Luyanó-arriba * Martin Pérez-abajo * Martin Pérez 62,122 1, Martin Pérez-arriba * Tadeo * Tadeo 8,517 1, (Central) ( ) San Nicholas San Nicholas 8,554 1, Matadero Matadero 77,760 8, ,053 3,650 Agua Dulce Agua Dulce 43,200 6, ,171 3,242 6,406 21, ,385 51,869 3,314 3,137 12,283 JICA * M/P M/P BOD 5 T-N T-P SS () m 3 / kg/ kg/ kg/ kg/ Luyanó-abajo * 167,122 5,840 2, ,873 Luyanó Luyanó-arriba Martin Pérez-abajo * Martin Pérez 70,842 5, ,892 Martin Pérez-arriba Tadeo Tadeo 10,635 1, ,945 (Central) ( ) San Nicholas San Nicholas Matadero Matadero Agua Dulce Agua Dulce 6,406 21, ,005 34,640 3, ,710 JICA *Luyanó-abajo Martin Pérez-abajo M/P M/P Atares Class F ( 2 mg/l) M/P Class F DO 3mg/L M/P (1) J-39
40 M/P 2.26 M/P 2.26 (INRH ) 10 J-40
41 (2) : M/P : (, ) ( US$ *) 1.0 / / / / / / 0.02 ( ) 1.0 / / () 10.0/ kg 0.38 () 10.0/ kg / / 0.35 ( ) 9.0 / 0.35 *1 26 J-41
42 (3) US UNDP UNICEF M/P M/P (1) (FIRR) (NPV) (B/C) (2) : DPRH ( ) : : : 3 M/P F/S M/P 26 J-42
43 : 30 ( ): 6 8 : (/ / ) 1.2 ( ) 860,000 ===== 1,0000, (/ / ) ,581 11,000 11,000 11, (US$/ / ) * * 4,066 4, (US$/ ) ,000 1,300,000 : * (3) FIRR B/C NPV : 1 26 M/P FIRR 1.8% 1.8 M/P 1 1 FIRR21% J-43
44 M/P 2.29 FIRR B/C NPV I: US$ -0.1% 0.5 ($) -40,511 II: Peso 45.1% 4.5 (P) 176,239 III: US$ + Peso(1US$=1Ps) 21.0% 2.1 (P) 135,728 IV: US$ + Peso(1US$=26Ps) 1.8% 0.6 (P) -877,044 : US$ 6% Pesos 8% : 21% 20% FIRR 16.4% 26 FIRR 1.8% % % 2.30 M/P US$+Peso US$+Peso (US$1:Ps1) (US$1: Ps26) 21.0% 1.8% 20% 17.4% 0.5% 20% 26.2% 3.5% 20% 16.4% 0.2% 20% 25.3% 3.3% (1) (EIRR) (NPV) (B/C) (2) J-44
45 2.31 : 2.32 J-45
46 2.32 (3) J-46
47 (4) : 2.33 M/P EIRR B/C NPV I: US$ 3.4% 0.5 ($) -20,821 II: Peso 96.7% 10.3 (P) 330,635 III: US$ + Peso(1US$=1Ps) 54.6% 4.9 (P) 309,814 IV: US$ + Peso(1US$=26Ps) 7.6% 0.8 (P) -210,707 : : US$ 10% Pesos 10% EIRR B/C NPV 1 26 EIRR M/P EIRR M/P M/P : EIRR 7.6% EIRR 10% % EIRR 5% 2.34 M/P US$+Peso US$+Peso (US$1:Ps1) (US$1:Ps26) 54.6% 7.6% 20% 47.6% 5.7% 20% 63.9% 10.2% 20% 45.7% 4.6% 20% 62.5% 10.7% : WTP WTP J-47
48 2.35 Nil US$30 Ps10 US$10 Ps 359 (a) US$3,000 2 days 2 days 42% (b) 40% (30) Ps10 US$80 ( + + ) Ps20 US$120 (a) Economic report 2001, Ministry of Economy and Planning. (b) Statistics Yearbook of the City of Havana 2002, The City of Havana Territorial Office of Statistics M/P F/S F/S (1) Matadero (2) Caballeria (3) Casablanca (4) Matadero (5) Colector Cerro Matadero (6) Matadero Caballeria Colector Sur Nuevo (7) Luyanó-Martín Pérez Luyanó-Martín Pérez Right Colector (8) Luyanó-Martín Pérez Luyanó Left Colector (9) GEF-UNDP Luyanó ( 207 L/s 17,900 m 3 / ) 407 L/s 35,200 m 3 / (10) Luyanó-Martín Pérez (11) Matadero (12) Casablanca J-48
49 Matadero Agua Dulce Playa del Chivo 2020 M/P Luyanó-Martín Pérez Abajo 2020 M/P Luyanó Arriba Martín Pérez Arriba Tadeo M/P 12 OD Luyanó M/P M/P Luyanó Luyanó Left Colector Luyanó Colector A Matadero Colector Sur Nuevo Matadero F/S Luyanó 53,700m 3 /621 L/s 17,900m 3 /207 L/s (1) 1) 2) J-49
50 3) 4) 1) 2) 3) 4) (2) 1) 2) Luyanó (3) Water Environment Objectives M/P M/P M/P INRH GTE CITMA M/P INRH J-50
51 INRH GTE J-51
52 F/S III F/S M/P MP(2020) , , , , , , MP 154, , , MP 587, , , , , ,000 (82,300) ,600 (512,900) : GEF/UNDP Project 96,200 (121,500) 138,300 (163,600) 3.2 J-52
53 F/S 3.2 :m 3 /d MP(2020) , , ,200 1) 72,800 72,350 71,900 2) 47,650 55,980 65,900 3) 10,380 10,380 10, ,200 17,100 17, , , , , , , Luyanó-Martín Pérez ,400 50,400 56,400 1) 26,000 26,700 27,500 2) 17,000 20,700 25,200 3) 2,400 3,000 3, ,100 3,200 3, ,500 53,500 59, Central Dren Matadero Atares 2. Colector Sur Matadero Casablanca 1,350mm, CP, 1,020m Colector Sur Nuevo 1500mm, CP, 1,830m Colector Cerro Colector Sur Matadero 1,030/1,200mm, HDPE 1500mm, CP, 500m Matadero Q=20 m 3 /min, H=12m Colector Sur, Q=40 m 3 /min, H=12 m Caballeria (Q=1.75 m 3 /s, H=8 m) Colector Sur ( mm, 2.78km) J-53
54 F/S Luyanó-Martín Peréz /250mm, HDPE 68km Luyanó-Martin Peréz Right Colector 54km Luyanó Left Colector 14 km km, 4.6km 216/250mm 1030/1200mm, HDPE, 1,500mm HDPE 3. Luyanó-Martin Peréz Right Colector 6.5km 4.0km Luyanó Left Colector 3.9km 0.6km Lunanó 17,900 m 3 /d 207L/s 35,200 m 3 /d 407 L/s BOD mg/l 20 mg/l SS 200 mg/l 20 mg/l GEF/UNDP 17,300 m 3 /d 200L/s GEF/UNDP J-54
55 F/S JICA 3.1 J-55
56 (1) 3.5 (1) (2) (a) (b) 3% (c) 10% 12% (d) 10% : (x1000us$), (x1000pesos) (Luyanó-Martín Pérez Abajo) System 1. 6,619 4,411 23,964 15,976 30,583 20, ,669 2, ,669 2, ,891 3,273 6,891 3,273 12,288 7,346 30,855 19,249 43,143 26, , ,086 1,925 4,438 2, , ,086 1,925 4,315 2,660 2,581 1,765 6,172 4,427 8,753 6,192 14,869 9,111 37,027 23,676 51,896 32,787 (2) 1) 2) 3) 3.7 J-56
57 A J-57 JICA Figure 3.2 B C A1 A2 A3 B1 Central Sewerage System B101 Dren Matadero B102 Caballeria B103 Casablanca B104 Matadero B105 Colecto Cerro/Sur Matadero B2 Luyanó-Martín Pérez Abajo B201 Luyanó-Martin Pérez Right Colector B202 Luyanó Left Colector B203 Luyanó WWTP B204 C1 Matadero C2 J-57
58 F/S 1) 2) Casablanca Matadero Luyanó 3) Luyanó J-58
59 J-59 Table 3.7 (x 1,000 Pesos) (x 1,000 Pesos) O/M (x Posos USD Luyanó Luyanó 1,000 USD) Matadero Casablanca WWTP Madero Casablanca WWTP Luyanó x 1,000 x 1,000 PS PS PS PS WWTP , , , , , , , , , , , , , , , , , , , , , , , , , Source:JICA Study Team J-59
60 F/S (1) 1) GTE GTE MINTRANS CITMA (CAP) GTE Acuerdo 3330 GTE GTE GTE 2) INRH INRH DPRH INRH INRH Aguas de la Habana. 3) Aguas de la Habana INRH 2025 J-60
61 F/S 4) CITMA CITMA (2) M/P 1) Project Institutional Framework 3.3 MINVEC GTE INRH (DPRH) Aguas de la Habana MINVEC GTE GTE GTE 12 MINTRANS MININT MIP INRH CIMAB; SAMARP; DSIM DPRH CAP Habana Vieja, Regla, del Este J-61
62 MINVEC JICA GTE J-62 INRH 3.3 MINTRANS MIP DPRH MINAG CAP Aguas de la Habana J-62
63 F/S INRH INRH DPRH 2) MINVEC MINVEC DPRH Client 3.4 J-63
64 F/S () MINVEC GTE () DPRH Aguas de La Habana JICA 3.4 J-64
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第１部 一般的コメント
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