REPUBLICA DEL PERU -...
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REPUBLICA DEL PERU MINISTERIO DE ENERGIA Y MINAS DIRECCION GENERAL DE ELECTRICIDAD EVALUACION DEL POTENCIAL HIDROELECTRICO NACIONAL VOLUMEN VIII POTENCIAL HIDROELECTRICO TEORICO REPUBLlCA FEDERAL DE ALEMANIA SOCIEDAD ALEMANA DE COOPERACION TECNICA, GTZ BANCO INTERNACIONAL DE F~ECONSTRUCCION y FOMENTO, BIRF CONSORCIO LAHMEYER -SALZGITTER, LIS
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Transcript of REPUBLICA DEL PERU -...
REPUBLICA DEL PERUMINISTERIO DE ENERGIA Y MINAS
DIRECCION GENERAL DE ELECTRICIDAD
EVALUACION DEL POTENCIALHIDROELECTRICO NACIONAL
VOLUMEN VIII
POTENCIAL HIDROELECTRICOTEORICO
REPUBLlCA FEDERAL DE ALEMANIASOCIEDAD ALEMANA DE COOPERACION TECNICA, GTZ
BANCO INTERNACIONAL DE F~ECONSTRUCCION y FOMENTO, BIRFCONSORCIO LAHMEYER -SALZGITTER, LIS
1. INTRODUCCION
2. RESUMEN DEL POTENCIAL HIDROELECTRICO TEORICO DELPERU - 3
3. INDICE DE LOS RESULTADOS 6
4. RESULTADOS 12
VOLUMEN VIII POTENCIAL HIDROELECTRICOTEORICOLINEAL
CONTENIDO PAGINA
VOLUME VIII THEORETICALLINEAR HYDROELECTRICPOTENTIAL
CO NTENTS PAGE
1. INTRODUCTION 2
2. SUMMARYOF THETHEORETICALHYDROELECTRICPOTENTIALOF PERU - 3
3. INDEX TO RESULTS 6
4. RESULTS 12
INTRODLX:CION
El pal'Clmetro hidrológico básico para la selección y evallJación de centrales hidroeléctricas potenciales es el caudal medio esperado en el ,~thclazamiento delproyecto, sea el que ocurra naturalmente o el aumentado por derívación. Para los propósitos de planeamiento a nivel de cuenca o nacional esto implica que se requieren estimados del caudal medio en puntos de todos los rros significativos y de sus mayores a-
f�uentes. Disponiéndose de dichos valores estimados y la información topográfica p;rtinente, se puede entonces calcular el potencial hidroeléctri co de la región. -
Como parte de la evaluación del potencial hidroeléctrico del Perú llevadoa cabo durante el período de Octubre de 1976 a /lkJrzo de 1979, se elaboró un modelo matemático simple de cada cuenca. El estudio fue realizado por un Consorcio d;ingenieros consultores de la República Federal de Alemania compuesto por las firmaslahmeyer International GmbH y Salzgitter Consult, en cooperación con el Minister i ode Energía y Minas del Perú.
El presente volumen contiene el potencial hidroeléctrico teórico linealestimado de todos los sistemas fluviales considerados en este estudio, sobre la base delos caudales medios estimados utilizando el modelo hidrológico.
En el volumen IV se presentan mapas que muestran la descripción geográfica de cada cuenca así como las ubicaciones de todas las estaciones hidrométricas :¡pluviométricas conocidas, en tanto, en el volumen 11, Sección 4 se da una descripcióntotal de la metodología empleada en la construcción, operación y calibración de losmodelos.
El Volumen VI ;:;ontiene diagramas que muestran la representación esquemática de cada sistema de ríos así como resúmenes de las características topográfica$"e hidrológicas de cada tramo de río y afluente. las relaciones hidrológicas utilizadasy los caudales medios estimados resultantes en cada punto definido se reproducen en elVolumen VII.
INTRODUCTION
The basic hydrological pararneter for the sele.ction and evaluation of potential hydropower plants is the expected mean flow at the project site, whether naturally occuring or as augmented by diversion. For the purpose of planning at the river basin or national level this implies that estimates of the mean flow are required atpoints on all significant rivers and their important tributaries. Given the availabilityof such estimates and relevant topographic information, the theoretical hydropower potential of the region can be calculated.
-
As part of the evaluation of the hydroeledric potential of Peru undertaken during the period October 1976 to March 1979, a simple mathematical model oyeach river basi n was constructed. The study was effected by a consortium of WestGerman consulting engineers composed of Lahmeyer International GmbH and Salzgitter Consult, in cooperation with the Peruvian Ministry of Energy and Mines. -
The present volume contains the estimated theoretical linear hydroelectric potential of all river systems considered in the above study, based on the meanflow estimated using the hydrological model employed.
Maps showing the geographic layout of each river basin are given in Volume IV together with the locations of all known streamflow and rainfall measuring stations, while a full description of the methodology underlying the construction, opera-tion and calibration of the models is given in Volume 11, Section 4. Volume VI contains diagrams showin 9 the schematic representation of each river system together v.fthsummaries of the topographic and hydrological characteristics of each river reach andtributary. The hydrological relationships used and the resulting estimated mean flowsat each defined point are reproduced in Volume VII.
***.....*****.........*.................**...............*........*..*.........................****.....**.**..COOIGONV NC NO~RE MEA ALT LLUV LONG NS PTT PTE PTX PTO PTN ·..***.****.*.**.**.....*.*.**.......**.......*..**.**..*******..*..*..****...**.***************.***.*******.**
101 1 ZARUM I LLA 817.0 279 369 129 1 17 0.13 O 14E 10.0102 2 TU~ES 2729.0 362 422 236 2 278 1.18 56E 83E 180.5103 3 CHIRA 11564.0 960 550 1033 5 722 0.70 O 252E 596.0104 4 PIURA 10476.0 539 377 720 12 209 0.29 O 209.0105 5 CASCAJAL 4147.0 228 219 288 O 21 0.07 O 21.0106 6 OLMOS 965.0 730 365 91 O 22 0.24 O 22.0107 7 MOTUPE 1951.0 665 279 237 2 61 0.26 O O 61.0108 8 LA LECHE 1578.0 1255 584 150 1 107 0.71 O
)107.0
109 9 CHANCA Y-LAMBA YEQUE 4906.0 1509 669 396 2 531 1.34 O O 531.0110 10 ZANA 2080.0 1069 514 169 5 125 0.74 O 125.0111 11 CHAMAN 1248.0 671 370 99 O 19 0.19 O 19.0112 12 JEQUETEPEQUE 4257. O 2220 731 408 4 695 1. 70 O 695.0113 13 CHICAMA 4454.0 1772 558 451 1 443 0.98 O 443.0114 14 MOCHE 2161.0 2221 496 304 1 278 0.91 O 278.0115 15 VIRU 1967.0 2015 429 225 1 151 0.67 O 151.0116 16 CHAO 1443.0 1433 324 161 O 82 0.51 O 82.0117 17 SANTA 12479.0 3403 650 1140 15 4953 4.34 O O 4953.0118 18 LACRAMARCA 685.0 1560 161 71 O 9 0.13 O O 9.0119 19 NEPENA 1885.0 2034 266 266 1 87 0.33 O O 87.0120 20 CASMA 3064 . O 2309 315 305 3 207 0.68 O 207.0121 21 CUt.ESRAS 671.0 1615 191 105 O 16 0.15 O 16.0122 22 HUARMEY 2354. O 2477 353 191 1 169 0.88 O 169.0123 23 FORTALEZA 2342. O 2434 330 280 1 114 0.41 O 114.0124 24 PATI V I LCA 4908.0 3078 480 514 1 1675 3.26 O .675.0125 25 SUPE 1078.0 2165 302 114 1 78 0.68 O 78.0126 26 HUAURA 4483. O 3061 592 360 6 1062 2.95 O '062.0127 27 CHANCAY-HUARAL 3382. O 2665 410 243 1 576 2.~7 O 576.0128 28 CHI LLON 2321.0 2485 364 211 3 332 1. 57 O 332.0129 29 RIMAC 3134.0 3157 520 298 6 887 2.98 O O 887.0130 30 LURIN 1600.0 2456 326 166 3 176 1.06 O O 176.0131 31 CHI LCA 798.0 1589 170 96 O 29 0.30 O O 29.0132 32 MALA 2522. O 2999 427 236 1 527 2.23 O O 527.0133 33 OMAS 1741.0 1702 188 101 O 82 0.81 O O 82.0134 34 CANETE 5981.0 3645 541 563 1 1927 3.42 O O 1927.0135 35 TOPARA 489.0 1993 216 60 O 24 0.40 O O 24.0136 36 SAN JUAN 5333. O 2567 35"4 310 1 774 2.50 O O 774.0137 37 PISCO 4054.0 3049 468 349 1 872 2.50 O O 872.0138 38 ICA 7366.0 1756 183 339 1 458 1.35 O O 458.0139 39 GRANOE 10522.0 2138 285 1129 11 424 0.38 O O 424.0140 40 ACARI 4082.0 3013 438 339 3 660 1.95 O O 660.0141 41 YAUCA 4589. O 2757 380 357 2 298 0.83 O O 298.0142 42 CHALA 1284.0 2072 234 161 O 42 0.26 O O 42.0143 43 CHAPARRA 1387.0 2776 332 141 O 67 0.48 O O 67.0144 44 ATICO 1425.0 2239 226 151 O 32 0.21 O O 32.0145 45 CARAVEL I 2009 . O 2516 286 196 O 75 0.38 O O 75.0146 46 OCONA 15908.0 3719 768 1430 2 3248 2.27 O O 3248. O147 47 MAJES-CAMANA 17141.0 3509 552 1039 9 2910 2.80 O O 2910.0148 48 QUILCA O CHILI 13254.0 3422 343 881 6 1030 1.17 O O 1030.0149 49 TAMBO 12697.0 3472 351 919 2 1508 1.64 O O 1508.0150 50 OSMORE 3595. O 1971 108 321 3 164 0.51 O O 164.0151 51 LOCUMBA 5316.0 2599 176 384 8 97 0.25 O O 97.0152 52 SAMA 4809.0 2260 107 278 3 83 0.30 O O 83.0153 53 CAPL I NA 1629.0 3095 167 126 2 54 0.43 O O 54.0
** ****.** *. * *. **.... *. .... **.. *.* * *.* ***.. * *. ** .** ** ** **. *. *. * ** ** * **** *. * ** ** * **.. ****.*** **....
* ** ** *.******. SUB- TOTAL VERT lENTE PAC I F I CO : POTENC I AL TEOR I CO . 29256.5 M.W. .************00**.*******************.*********.****..**.*.****.***..*.*..*.*****.*.************.*.*.*.*********
3
....*..................*....*............... *...... *..*.................. *............ **............. *. ..**....................... *. *........................ *.... *......................................... *..
'COO IGO NV NC NOMBRE ARE A ALT LLUV LONG NS PTT PTE PTX PTD PTN .*. *.. *...*. *
*... *................ *.* *............ *. **. * ***.*.. ** * ** ** ** *. *****
*..* ** *
_*
*... - *_*............... *<11-........................ <11-............*.......
2101 L1 1 AL TO MARANON 28500. O 3009 815 1932 2 8636 4.47 O O 8636.02102 21 2 CR I SNEJAS 4660. O 3150 762 700 6 606 0.87 O O 606.02103 21 3 LLAUCANO 2823. O 2574 1058 303 10 856 2.83 O O 856.02104 21 4 CHAMAYA 3380. O 1682 1036 197 5 729 3.70 O O 729.02105 21 5 HUANCABAMBA 3448. O 2122 688 301 6 310 1.03 O O 310.02106 21 6 CHOTANO 1694.0 2298 1068 183 7 334 1.83 O O 334. O2107 21 7 CHINCHIPE 7157.0 1434 1074 375 O 814 2.17 231 E 168E 499.0
...2108 21 8 TABACONAS 3792.0 1941 1234 225 3 888 3.95 O O 8RR .02109 21 9 CENEPA 7360. O 732 940 434 O 313 0.72 O O 313. O2110 21 10 SANTI AGO 33000.0 692 2655 2091 O 56R4 2.72 2232E O 3452. O2111 A 21 11 MARANON MEO I O 24225. O 368 1177 1884 O 6252 3.32 O O 6252. O2111 B 21 11 MORONA 16070.0 526 2534 830 O 2585 3.11 832E O 1753.02112 21 12 PASTAZA 40997. O 1077 2389 2692 O 10955 4.07 9304E O 1651.02113 21 13 TIGRE 34120.0 386 2964 1914 O 4817 2.52 O O 4817.02114 21 14 BAJO MARANON 44730.0 176 2376 1867 O 2731 1.46 O O 2731.02115 21 15 UTCUBAMBA 7507. O 1903 840 384 3 1232 3.21 O O 1232.02116 21 16 CHI R I ACO 4125.0 1755 803 247 1 832 3.37 O O ,g32.02117 21 17 NI EVA 4330.0 711 603 335 O 258 0.77 O O 25,g.02118 A 21 18 HUALLAGA SUP 75130.0 1496 1344 4324 5 26362 6.10 O O 26362.02118 B 21 18 HUALLAGA I NF 17433.0 255 1430 1158 O 917 0.79 O O 917.02201 22 1 URUBAMBA 52041.0 1577 1253 3536 1 10591 3.00 O O 10591.02202 22 2 VI LCANOT A 7272. O 4366 753 682 1 1265 1. 85 O O 1265.02203 A 22 3 APURIMAC SUP 13538.0 4237 732 1522 O 18,g4 1 .24 O O 1R,g4.02203 B 22 3 SANTO TOMAS 3072. O 4196 909 372 O 593 1 .59 O O 593. O2203 C 22 3 PUNANQU I 793.0 4103 903 79 O 99 1. 25 O O 99.02203 O 22 3 VI LCABAMBA 2575.0 4356 932 227 O 568 2.50 O O 568.02203 E 22 3 PACHACHACA 5608.0 4157 994 427 O 1347 3.15 O O 1347. O2203 F 22 3 APUR I MAC I NF 15357.0 2960 948 1057 O 12645 11.QI) O O 12645.02204 22 4 PAMPAS 23742.0 3821 853 1446 3 4403 3.04 O O 4403 . O2205 A 22 5 MANTARO SUP 9190.0 4333 810 917 17 6R3 0.74 O O 683.02205 B 22 5 MANTARO MED 18580.0 3958 782 1207 11 4469 3.70 O O 4469.02205 C 22 5 MANTARO I NF 6823. O 3078 763 555 1 5026 9.06 O O 5026. O2206 22 6 PACH I TEA 26980. O 857 2303 1355 O 6146 4.54 O O 6146.02207 22 7 AGUAYTIA 11540.0 600 2392 652 O 1085 1.66 O O 1085.02208 A 22 8 ENE 7576.0 945 1691 451 O 2015 4.47 O O 2015.02208 B 22 8 TAMBO 5171.0 700 1780 293 O 2127 7.26 O O 2127.02208 C 22 8 UCAYALI 111928.0 289 2081 4667 O 14203 3.04 O O 14203.02209 22 9 PERENE 20552.0 2229 1170 1146 3 6760 5.90 O O 6760. O2301 23 1 AMAZONAS 57461.0 112 2734 3068 O 57Q5 1.89 O O 5795.02302 23 2 NAPO 44822 .0 228 2769 2918 O 3142 1.08 O O 3147. O2303 23 3 PUTUMA YO 40138.0 160 2747 2130 O 742 0.35 O 638C 423. O2304 23 4 YAVAR I 59170.0 370 2811 1875 O 7077 3.77 7728S O 6305. O2305 23 5 PURUS 16900.0 414 1888 825 O 269 0.33 O O 26Q.02306 23 6 MADREDE DIOS 37600. O 948 3490 1005 O 8837 8.79 O O 8837. O2307 23 7 I NAMBAR I 17376.0 2658 2683 1552 O 10110 6.51 O O 10110.02308 23 8 TAMBOPATA 14710.0 990 1624 470 O 1187 2.53 O O 1187. O2309 23 9 ACRE 3230. O 454 1859 170 O 36 0.21 O 368S 18.02310 23 10 LAS PIEDRAS 15550.0 396 1895 520 O 609 1 .17 O O 609.02311 23 11 YURUA 9492. O 329 1935 565 O 264 0.47 O 1985 254.5
_**** * **
_....**
_* *
_* **_ _*. * ***. *
_*
_*_ _
*... *..* ** *
_'l'. **. **.. '**.. **..
**.*..........
**........ *.... 4.... *...
**.................\1. *..
* .\l.""" *.. *.. *SUB- TOTAL VERT I ENTE ATLANT I CO : POTENC I AL TEOR I CO = 176286.5 M.W.
* * **.. *.. 4* * **....
** *.*. *.* **......... *.... *.. ..*..... *..* **
*.*..... **.........'*......**
*.'*...................... *.. *....... *........... __*""""""""""""""".\1.
4
.........**..*.****.*..*********************.**.....*********.******************************************.**.**'COO I GO NV NC NOMBRE AREA ALT LLUV . LONG NS PTT PTE PTX PTD PTN .*.*.*.**.***********************.*..*.***.************************************.*********.....*.*...*****.********
301 3 1 SUCHE S 1453.0 4656 604 168 O 33 0.20'- O 18BV 24.0302 3 2 HUANCANE 3557. O 4259 692 437 1 64 ).15 O O 64.0303 3 3 RAMIS 14444.0 4307 676 1426 1 ?28 J.lf O O 228.0304 3 4 COATA 4757.0 4338 854 557 3 151 el 27 O O 152.0305 3 5 ILLPA 1165.0 4133 737 181 e 14 u.08 O O 14.0306 3 6 lLAVE 7977. O 4333 468 767 3 62 0.08 O O 62.0307 3 7 MAURE 1687.0 4542 403 227 4 12 0.05 O O 12.0308 3 8 ZAPAT I LLA 474.0 4011 598 80 O 2 0.02 O O 2.0309 3 9 CCALLACCANE 1299.0 4121 536 180 O 6 0.03 O O 6.0300 3 O LAGO TITICACA 9140.0 O O o o O 0.00 o o 0.0
.**...*.****.*..***.******..........***....**...**....********************************************************. SUB-TOTAL VERTIENTE DEL LAGO TITICACA : POTENC I AL TEOR I CO e 564.0 M.W.
* ****....
**** ******** *** ** * * * * .*** ***....*.. .4o....* ..* *. *..
***************** *** ***** *** **** *** * *** ** ** *** ** ***. *'
* * *.* * **.. *. *..* * ** *4o*.* * 4o.*.4o..**4o..*...
* * *.. *.. **. ** ** **. ** **... * ** * ** **POTENCIAL TEORICO DE TODO EL PERU = 206107.0 M.W. .* ** ** *... ***... * *... .** * *..*.-. ** * * ** * -. *...* ** * * * ** *** ** **_..* * ** ** *..*.. *... *.. *.;¡.*...
* *... *..
CLA VE : KEY-----------
NV NUMERO DE VERTI ENTE : WATERSHED NUMBER
NC NUMERO DE CUENCA : R I VER BAS I N NUMBER
AREA . AREA DE CAPTACION : CATCHMENT AREA (KM*KM)
ALT . ALTURA PROMEDIO DE LA CUENCA (M.S.N.M.) : MEAN ELEVATION OF CATCHMENT (M.A.S.L.)
LLUV LLUVIA PROMEDIA (MM/ANO) : MEAN RAINFALL (MM/YEAR)
LONG LONGITUD TOTAL DE LOS RIOSy
AFFLUENTES CONSIDERADOS TOTAL STREAMLENGTH OF MAIN RIVERS AND TRIBUTARIES CONSIDERED (KM)
NS e NUMERO DE ESTACIONES HIDROMETRICAS CONSIDERADAS: NUMBER OF STREAMFLOW STATIONS WITH ADEQUATE DATA
PTT POTENCIAL TEORICO TOTAL DE LA CUENCA: TOTAL THEORETICAL POTENTIAL OF THE BASIN (MW)
PTE POTENCIAL ESPECIFICO: SPECIFIC POTENTIAL (MW/KM)
PTX POTENCIAL REALIZADO EN PARTES EXTRANJERAS DE LA CUENCA: POTENTIAL ARISING IN NON-PERUVIAN PARTS OF THE BASIN (MW)
PTD POTENCIAL TEORICO REALIZADO EN RIOS INTERNACIONALES: THEORETICAL POTENTIAL ARISING IN INTERNATIONAL RIVERS (MW)
PTN POTENCIAL TEORICO NETO DE LA PARTE PERUANA: NET THEORETICAL POTENTIAL ATTRIBUTABLE TO PERU (MW)
(PTN . PTT - PTX - 0.5 . PTD
)
. ECUADOR BS BRASIL BV = BOL IVI A C . COLOMBIA
CUENCAS DE LA VERTIENTE DEL PACIFICO------------------------------------
CODIGO NOMBRE DESCRIPCION DE FIGURA HOJAS PAGINA. . . . . . ...... .................... . . . . . . .
101 ZARUMILLA POTENCIAL TEORICO LINEAL 12
102 TUMBES POTENCIAL TEORICO LINEAL 13
103 CHIRA POTENCIAL TEORICO LINEAL 4 14
104 PIURA POTENCIAL TEORICO LINEAL 4 18
105 CASCAJAL POTENCIAL TEORICO LINEAL 22
106 OLMOS POTENCIAL TEORICO LINEAL 23
107 MOTUPE POTENCIAL TEORICO LINEAL 2 24
108 LA LECHE POTENCIAL TEORICO LINEAL 2 24
109 CHANCAY-LAMBAYEQUE POTENCIAL TEORICO LINEAL 2 26
110 ZANA POTENCIAL TEORICO LINEAL 28
111 CHAMAN POTENCIAL TEORICO LINEAL 29
112 JEQUETEPEQUE POTENCIAL TEORICO LINEAL 3 30
U3 CH I CAMA POTENCIAL TEORICO LINEAL 2 33
114 MOCHE POTENC IAL TEORICO LINEAL 2 34
115 VIRU POTENCIAL TEORICO LINEAL 2 37
116 CHAO POTENCIAL TEORICO LINEAL 39
117 SANTA POTENCIAL TEORICO LINEAL 6 40
118 LACRAMARCA POTENCIAL TEORICO LINEAL 46
119 NEPENA POTENCIAL TEORICO LINEAL 2 47
120 CASMA POTENCIAL TEORICO LINEAL 2 49
121 CULEBRAS POTENCIAL TEORICO LINEAL 51
122 HUARMEY POTENCIAL TEORICO LINEAL 52
123 FORTALEZA POTENCIAL TEORICO LINEAL 2 53
124 PATI V I LCA POTENCIAL TEORICO LINEAL 3 55
125 SUPE POTENCIAL TEORICO LINEAL 58
126 HUAURA POTENCIAL TEORICO LINEAL 2 59
127 CHANCAY-HUARAL POTENCIAL TEORICO LINEAL 61
CODIGO NOM3RE DESCRIPCION DE FIGURA HOJAS PAGINA
. . . . . . . . . . . . ..................... . . . . . .
128 CHILLON POTENCIAL TEORICO LINEAL 2 62
129 RIMAC POTENCIAL TEORICO LINEAL 2 64
130 LURIN POTENCIAL TEORICO LINEAL 66
131 CHILCA POTENCIAL TEORICO LINEAL 67
132 MALA POTENCIAL TEORICO LINEAL 2 68
13) OMAS POTENCIAL TEORICO LINEAL 70
134 CANETE POTENCIAL TEORICO LINEAL 3 71
135 TOPARA POTENCIAL TEORICO LINEAL 74
136 SAN JUAN POTENCIAL TEORICO LINEAL 2 75
137 PISCO POTENCIAL TEORICO LINEAL 2 77
138 ICA POTENCIAL TEORICO LINEAL 79
139 GRANDE POTENCIAL TEORICO LINEAL 5 80
140 ACARI POTENCIAL TEORICO LINEAL 2 85
141 YAUCA POTENCIAL TEORICO LINEAL 2 87
142 CHALA POTENCIAL TEORICO LINEAL 89
143 CHAPARRA POTENCIAL TEORICO LINEAL 90
144 ATICO POTENCIAL TEORICO LINEAL 91
145 CARAVELI POTENCIAL TEORICO LINEAL 92
146 OCONA POTENCIAL TEORICO LINEAL 7 93
147 MAJES-CAMANA POTENCIAL TEORICO LINEAL 5 100
148 OUILCA O CHILI POTENCIAL TEORICO LINEAL 4 105
149 TAMBO POTENCIAL TEORICO LINEAL 4 109
150 OSMORE POTENCIAL TEORICO LINEAL 2 113
151 LOCUMBA POTENCIAL TEORICO LINEAL 2 115
152 SAMA POTENCIAL TEORICO LINEAL 2 117
153 CAPLINA POTENCIAL TEORICO LINEAL 119
CUENCAS DE LA VERTIENTE DEL ATLANTICO SISTEMA DEL RIO MARA NON-------------------------------------
CODIGO NOMBRE DESCRIPCION DE FIGURA HOJAS PAGINA..... . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . .
2101 ALTO MARA NON POTENCIAL TEORl~O LINEAL 6 ]20
2102 CRISNEJAS POTENCIAL TEORICO LINEAL 4 126
2103 LLAUCANO POTENCIAL TEORICO LINEAL 3 ]30
2104 CHA~AYA POTENCIAL TEORICO LINEAL 2 133
2105 HUANCABAMBA POTENCIAL TEORICO LINEAL 2 ]35
2106 CHOTANO POTENCIAL TEORICO LINEAL 2 137
2107 CHlfiCHIPE POTENCIAL TEORICO LINEAL 139
21CB -:./'8!',CONAS POTENCIAL TEORICO LINEAL 2 ]40
2109 CENEPA POTENCIAL TEORICO LINEAL 142
2110 SANTIAGO POTENCIAL TEORICO LINEAL 5 ]43
2111A MARANON MEDIO POTENCIAL TEORICO LINEAL 3 J48
2111B MORONA POTENCIAL TEORICO LINEAL 2 ] 51
2112 PASTAZA POTENCIAL TEORICO LINEAL 3 153
2113 TIGRE POTENCIAL TEORICO LINEAL 3 ]56
2114 BAJO MARANON POTENCIAL TEORICO LINEAL 3 159
2115 UTCUBAMBA POTENCIAL TEORICO LINEAL 2 J 62
2116 CHIRIACO POTENCIAL TEORICO LINEAL J64
2117 NIEVA POTENCIAL TEORICO LINEAL J65
2118A HUALLAGA SUP POTENCIAL TEORICO LINEAL 8 ]66
2118B HUALLAGA INF POTENCIAL TEORICO LINEAL 2 174
8
-------------------------------------
CUENCAS DE LA VERTIENTE DEL ATLANTICO SISTEMA DEL RIO UCAYALI
CODIGO NOM8RE DESCRIPCION DE FIGURA
... .. . . . ..... . . . . . . . . . . . . . . . . . . . . .
2201 l.nUBAMBA POTENCIAL TEORICO LINEAL
2202 VILCANOTA POTENCIAL TEORICO LINEAL
POTENCIAL TEORICO LINEAL
22038 ANTO TOMAS POTENCIAL TEORICO LINEAL
2203C FUNANQU¡ POTENCIAL TEORICO LINEAL
V ILCA8AM8A POTENCIAL TEORICO LINEAL
2203E PACHACHACA POTENCIAL TEORICO LINEAL
2?03F APURIMAC INF POTENCIAL TEORICO LINEAL
2204 [JAMPAS POTENCIAL TEORICO LINEAL
l/OSA MANTARO SUP POTENCIAL TEORICO LINEAL
22rSB MANTARO MED POTENCIAL TEORICO LINEAL
7?05C MANTARO INF POTENCIAL TEORICO LINEAL
POTENCIAL TEORICO LINEAL
2207 AGUAYTIA POTENCIAL TEORICO LINEAL
2208A ENE POTENCIAL TEORICO LINEAL
22088 TAM80 POTENCIAL TEORICO LINEAL
2208C UCAYAli POTENCIAL TEORICO LINEAL
2203 PLRENE POTENCIAL TEORICO LINEAL
HOJAS PAGINA. . . . . .
6 176
1823
4 185
186
188
2
189
2 190
192
195
3
5
200
5 205
2102
2 212
214
6
215
216
217
2233
CUENCAS DE LA VERTIENTE DEL ATLANTICO SISTEMA DEL AMAZONAS-------------------------------------
CODIGO NOMBRE DESCRIPCION DE FIGURA HOJAS PAGINA. . . . . . ...... ..................... ......
2301 AMAZONAS POTENCIAL TEORICO LINEAL 4 226
2302 NAPO POTENCIAL TEORICO LINEAL 4 230
2303 PUTUMAYO POTENCIAL TEORICO LINEAL 2 234
2304 YAVARI POTENCIAL TEORICO LINEAL 2 236
2305 PURUS POTENCIAL TEORICO LINEAL 2 238
2306 MADRE DE DIOS POTENCIAL TEORICO LINEAL 2 240
2307 I NAMBAR I POTENCIAL TEORICO LINEAL 5 242
-2308 MMBOPATA POTENCIAL TEORICO LINEAL 2 241
2308 ACRE POTENCIAL TEORICO LINEAL 247
2310 LAS PIEDRAS POTENCIAL TEORICO LINEAL 2 240
2309 YURUA POTENCIAL TEORICO LINEAL 2 248
10
CUENCAS DE LA VERTIENTE DEL LAGO TITICACA----------------------------------------
CODIGO NOM3RE DESCRIPCION DE FIGURA HOJAS PAGINA
...... ...... ..................... . . . . . .
301 SUCHES POTENCIAL TEORICO LINEAL 250
302 HUANCANE POTENCIAL TEORICO LINEAL 2 251
303 RAMIS POTENCIAL TEORICO LtNEAL 5 253
304 COATA POTENCIAL TEORICO LINEAL 3 258
305 ILLPA POTENCIAL TEORICO LINEAL 261
306 lLAVE POTENCIAL TEORICO LINEAL 3 262.
307 MAURE POTENCIAL TEORICO LINEAL 2 265
308 ZAPATILLA POTENCIAL TEORICO LINEAL 267
309 CCALLACCANE POTENCIAL TEORICO LINEAL 268
Clave de Cuadros 269
11
EL POn;<CIAL HORICO TOTAL DEL RIU TUI.1BES eS Oe 217. k 1"11',
TlUiE UNA LONG 1 TUl) ACU"ULAUA lJE 236.0 r,:'
y ti ~~POTENCIAL ESPEe IF ICU OE 1.1 Ó ,;",./1<,1,'
32.0 1200.0 O. o 0.0 U..{j(J
12. o 690.0 5.7':) ll. 3 3 ¿.."¡ ~I. 1 ti
20.0 ':)10.0 0.6 0.0 e.. 2110. U 20':).U 2.05 0."1') 1.
y1 Ve 1
(J
10. O 305.U 1.3 0.0 '4.. 1¿
1 U.O 71. O U.ll 1.67 1.1 b .120.0 2$4.0 2.1 0.0 5.29
SUBTDTAL 32.0 966.1J 5.29 ll. 1 7
AFLUENTE CASADEROS------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
75.0 600.0 15.0 0.0 O.OU14.0 lS5.0 1.11 1':).30 2~.~" 1.b7
61.0 44'5.0 15.8 0.0 23..3810.0 47.0 0.47 1':).97 7. ~b ll.7L1
51. O 398.0 16.2 0.0 30.7410. O 88.U 0.88 Ib.23 1".01 1."o
41. O 310.0 16.3 0.0 44.7610.0 55.0 O.,:),:) lb.60 '"'.4b V.YO
31.0 255.0 16.9 0.0 53.7210. O 1b.U 0.16 17.2-\ 2.71 1J.2I
10 21.0 239.0 17.5 2.1 ':)b.42
11. O 43.0 0.39 19.91 c;.Llv IJ ."1
M
11 10. O 196.0 20.2 0.0 ,,".M210. O 42.0 0."2 ¿0.27 ~..s~ lJ. M LI
12 0.0 154.0 20.4 0.0 L\.17
===================================================================================================SUBTDTAL 75.0 446.0 '13.17 U.gb
AFLUENTE TUMBES SUP
===================================================================================================13 129.0 260.0 60.0 0.0 U.OO
10.0 3':).0 0.3':) 61.24¿ ¡
. U
j 2.1014 119.0 225.0 62.5 0.0 21.O
~10.0 15.O 0.15 62.7" Y.d 0.9215 109.0 210.0 63.0 0.0 30.20
1U.U 35.U 0.35 bU.79 22.2':) ¿.a16 99.0 175.0 66.6 0.0 ':)2.';1
10. O 21.0 0.21 66.97 13.d(1 1.38
17 89.0 154.0 67.4 20.4 66. jÜ
5.0 24.0 0.48 d7.77 2U.bb".
!$1B B4.0 130. O 87.B 0.0 86.91
10. O 35.0 O.$'i b7.9':) 3u.2u ~.0219 74.0 95.0 a8.1 0.0 117.17
10. O 20.0 0.20 do.55 17..57 1.7420 64.0 75.0 89.0 0.0 134.54
10.0 29.0 0.29 89.22 25.~d e.Si.¡21 54.0 46.0 B9.4 0.0 1':)9.92
10. O 6.0 0.06 d9.55 ':).27 \).5322 44.0 40.0 89.7 0.0 165.19
10. O 5.0 O.OS 9U.j4 ".43 U.4423 34.0 ~5.0 91. O 0.0 169.b2
=:=======~======:==================================================================================
23 34. J 35.0 91.0 O. O 0.004.0 5.0 0.12 91. IJ7 U.LI-' 1.12
24 30.O 3U.0 91.1 0.0 4.4710.O 5.0 0.05 91.':)6 4.4Y U."';
25 20.0 25.0 92.0 O.O H.~~6.0 13.0 0.22 91.99 11.7$ 1.96
26 14.0 12.O 92.0 0.0 20.69
26 14.0 12.0 92.O U.O O.OU4.0 5.0 0.1¿ 92.01 4.51 1.13
27 10.O 7.0 92.0 O.O 4. '; 1
10. O 5.0 0.0':) 92.04 4.':)1 IJ.4,:)28 0.0 2.0 92.1 0.0 9.U3
***.***..*** *******..**.* ******...**...********** *.*.*
POTfNCIAL TEORICO OEL RIO TUMBES 12/17170
===================================================================================== ----------------AFQ UL DH PE rJC PUl
===================================================================================== ----------------AFLUENTE RIO CUZCO
===========:=======================================================================================
==========================================================================================;;=======
SU~TOTAL 95.0 225.0 1.19
AFLUENTE TUMBES MEO
===================================================================================================
=================================================================================================;=SUBTOTAL 20.0 23.0 1. 0$
AFLUENTt TUMHES INF
================================================:==================================================
===========-=======================================================================================SUBTOTAL 14.0 10.O 4.03 0.64
13
AFlUENTE QUIROZ INF==s:=:===::_::_::_.:::::==:::=====:==:=:=:::::::=::==:_====:=:===::=====_:====_:=====:_:=.===:=:==:27 87.0 SQS.O 1201 0.0 0.00
10.0 100.0 1.00 12.7Q 12.49 1.2526 57.0 Q4S.0 13.4 0.0 12.49
10.O 90.0 0.90 14.09 12.4Q 1.2Q29 47.O 355.0 IQ.6 0.0 2Q.93
11.O 55.0 0.50 15.07 6.13 0.7Q30 38.0 300.0 15.3 1.7 B.07
13.0 75.0 0.56 17.35 12.77 0.9"31 23.0 225.0 17.8 0.0 Q5.83
13.0 55.0 0.42 18.27 9.8b 0.7832 10.0 170.0 16.9 0.0 55.8_
10.O 32.0 0.32 1<1.95 5.95 0.5933 0.0 138.0 19.O 0.0 81.8"
====:==..=~~~:~==========================================:====:=======:=========:====:====:=====:===
H 40.0 445.0 0.0 0.0 0.0010.O 135.0 1.35 0.11 0.15 0.02
3S 30.0 310.0 0.2 0.0 odS10.O SO.O 0.50 0.3" 0.17 0.02
38 20.0 280.0 O.S 0.0 O..\210.O 50.0 0.50 0.55 0.21 0.03
37 10.0 210.0 0.8 0.0 0.5'10.O 70.0 0.70 0.70 0."6 0.05
36 0.0 140.0 0.7 0.0 l.07
SUBTOTAl 40.0 305.0 l.o1 1).03
AFlUENTt: AlAMUR==za:=====s==c==z==================================================================================39 97.0 7S0.0 0.0 0.0 0.0i!
12.0 280.0 2.53 0."8 1.28 0.1140 65.O Q70.0 O.q 0.0 1.20
10.0 100.0 l. O ti l."8 l."'
0.1,41 75.0 370.0 201 0.0 2.71
10.(1 60.0 0.80 2.1 ~1.2_ U.1342 85.0 310.0 2.3 0.0 4.0(;
10.O ~5.0 0.5S 2.Q3 l. .SI ü.1.143 55.0 255.0 2.5 0.O 5..1\
10.O 30.0 0.30 2.86 ú.84 0.0044 45.0 225.0 3.2 0.0 h.1b
10.0 30.0 0.30 3.33 U.~8 (¡.1 Ü
Q5 35.0 195.0 3.5 0.0 l. I"10.0 3S.0 0..15 3.51 1.<'O U.12
"8 25.0 180.0 3.8 0.0 Ii. ~1.1
10.0 14.0 0.1" 3.9S 0.5" u.0547 15.0 148.0 4.3 0.0 H.MM
12.0 6.0 0.05 ~.44 0.?8 u.ü¿46 3.0 140.0 4.5 0.7 -1.1"
3.0 11. O 0.37 5.30 0.57 U.l'1Q9 0.0 129.0 S.3 0.0 -1.12
SO 35.0 400.0 0.0 0.0 li. O O
5.0 60.0 1.80 0.02 0.02 u.ú(j51 30.O 320.0 0.0 0.0 0.u2
10.0 60.0 0.60 0.0" l'.05 0.0052 20.0 280.0 0.1 0.0 0.07
10.O 50.0 0.50 0.31 0.1" 0.0253 10.0 210.0 0.5 0.0 0.22
10.O 25.0 0.25 0.52 0.1.S u.O154 0.0 165.0 0.5 0.0 0.35
====czcz====================================z=================:====================~===============
z=a88==S.~8Z=:=====================:::8===:==========================:=:=====:=:====:====:=========55 34.0 750.0 0.0 0.0 0.00
IQ.O Q30.0 3.07 0.05 0.19 O.O15b 20.0 320.0 001 0.0 0.19
10.O 100.O 1.00 0.18 0.18 0.0257 10.O 220.0 0.2 0.0 0.3~
10.0 75.0 0.75 0.25 0.18 0.0256 0.0 145.0 0.3 0.0 0.53
pbTENCI~l TEORICO OEl RIO CHIR~ 12117178
==a:===.8.8==::=:==========:=============================::==:=:=:=:=========:====:= --------------------------H AFQ Ol OH PE QC PUT P CUM
.a.=s.=.==~=====.=.==================.===================:===:=:=:====:========:==:: --------------------------
SU8TOTAl 40i.0 0.92
AFlUENTE PIlAREZ==:~~~~=====================================================:=::========:===:======:======:==:====-
==sa=====x:s:=_==:=============================================================:===================
=======a==~==================================================================================:=====SUBTOTAl 821.0 0.111
AFlUENTE JABONIllOSa=a==zsa==sz:=:======:=::::=::======:====:===:=:==:==:=c==:::::===:=::=;==:=:===:=::==:::=:===::=::
SUBTDUl 3S.0 215.0 0.3" o.O1
AFlUENTE ENCANTADOS
15
59 40.0 57S.0 U.O U.U 0.0010.0 223.0 2.23 U.U2 U.U4 0.00
bO 30.0 352.0 0.0 0.0 0.0410.0 102.0 1.02 U.07 0.07 O.O1
61 20.0 2S0.0 0.1 0.0 0.1110.0 SS.O 0.S5 0.12 O.Ob O.O1
02 10.0 195.0 0.1 0.0 0.1710.0 5S.0 0.S5 0.20 0.11 0.01
b3 u.O 140.0 0.2 0.0 0.28
===================================================================================================
04 b7.0 107S.0 U.O U.O 0.0012.0 600.0 S.OO O.Ob 0.3b 0.03
bS SS.O 475.0 0.1 0.0 0.301u.U 13u.0 l.jO 0.19 0.24 u.02
bb 45.0 345.0 0.3 0.0 O.bO10.0 11S.O 1.1S 0.32 0.37 0.04
67 35.0 dO.o 0.4 0.0 0.9710.O 3S.0 0.35 U.43 0.15 u.Ol
6S 25.0 195.0 U.S O.S 1.1112.0 SO.O 0.42 1.05 0.52 u.04
69 13.O 14S.0 1.1 0.3 l.b35.U 5.0 0.10 1.38 0.U7 U.OI
70 8.0 140.U 1.4 0.2 1.708.0 2U.0 0.2S 1.6S 0.32 0.04
71 0.0 120.0 1.7 0.0 2.02
====================================================~==============================================SUB TOTAL 67.0 955.0 2.02 U.03
AFLUE'ITE CHIPI~LlCO A
=================================================================================z=====z===========72 121.o 3200.0 0.0 0.0 0.00
10.0 145.0 1.45 0.1b 0.23 0.0273 111.o 305S.0 0.3 0.0 0.23
10.0 40.0 0.40 0.4& 0.18 0.0274 101.o 3015.0 0.& 0.0 0.41
10.0 3bS.0 3.&S 0.73 2.bO 0.2b75 91.o 2650.0 0.8 0.0 3.01
10.0 1450.0 14.50 0.93 13.30 1.337ó 81.0 1200.0 l.o 0.0 lb.31
10.o 715.0 7.15 1.3b 9.54 0.9577 71.o 485.0 1.7 0.0 25.85
AFLUENTE CHIPI~LlCO B==================================================:=================================zz:z:..z======c77 71.0 Q85.0 1.7 0.0 0.00
11.o 175.0 1.59 1.45 2.50 0.2378 &0.0 310.0 1.2 0.0 2.50
7910.0 &5.0 0.&5 1.51 0.9& 0.1050.0 245.0 1.8 0.0 3.4&10.0 50.0 0.50 1.98 0.97 0.1080 40.0 195.0 2.1 0.0 q.q310.0 25.0 0.25 2.27 0.5& O.Ob81 30.0 170.0 2.4 0.0 4.9910.0 40.0 O.qO 2.59 1.02 0.10
82 20.0 130.0 2.8 0.0 b.OO10.0 40.0 0.40 3.00 1.18 0.1283 10.0 90.0 3.2 0.0 7.IB10.0 14.0 0.14 3.25 0.4S 0.0484
AFLUENTE TAMARINUU===================================================================================================
SUdTOTAL 43S.0 0.01
AFLUUiTE SOLAf'O===================================================================================================
~OTENCIAL TEURICO DEL RIO CHIRA 12117178
==========:==:::=====:=:===::=:=:=:=:======:=====::==:==============~==============================L H AFQ DL DH PE QC por ESP CUM
===================================================================================================
===========================:==========================================~=======================s====SUBTDTAL 50.0 2715.0 0.52
16
=:==============z=======:a:====c=====.=...........=====:a:==::::::=========:.::.:== -----...--- -------------1 L H Q AFQ OL OH PE UC PUT SP UM
=========================.m..=:.===.=..==.....==s=.====.===F====_=:=======:==~~~~=== ;'!;=====..&----AFLUIiNTE CHIRA
===============================================.a==========a=======================================85 322.0 3325.0 1.0 0.0 0.00
13.0 1525.0 11.73 2.ÚO 29.89 2.3086 309.0 1800.0 3.0 0.0 29.89
10.0 590.0 5.90 3.88 22.44 2.2487 299.0 1210.O 4.8 0.0 52.33
10.0 225.0 2.25 5.74 12.68 1.2788 289.0 985.0 &.7 0.0 65.01
10.0 75.0 0.75 9.91 7.29 U.7389 279.0 910.0 13.1 0.0 72.30
10.0 &5.0 0.&5 14.4& 9.U U.9290 269.0 B45.0 15.8 0.0 81.52
10.0 180.0 1.80 17.18 30.34 3.0391 259.0 665.0 18.6 0.0 111.8b
10.O 120.0 1.20 21.12 24.86 2.4992 249.0 545.0 23.7 0.0 136.72
10.O 90.0 0.90 25.19 22.24 ¿.22
93 239.O 455.0 2&.7 0.0 158.9510.0 48.0 0.48 28.43 13.39 1.34
94 229.0 407.0 30.2 0.0 172.3412.0 92.0 0.77 32.&8 29.49 2.46
95 211.0 315.0 35.2 0.0 201.8410.0 40.0 0.40 3&.51 14.33 1.43
9& 207.0 215.0 37.8 0.0 21&.1610.0 30.0 0.30 38.27 11.26 1.13
97 197.0 245.0 38.7 0.0 227.4311.O 47.0 0.43 53.87 24.84 2.2&
98 18&.0 198.0 &9.0 0.0 252.2&10.O 28.0 0.28 69.07 18.97 1.90
99 17&.O 170.0 &9.1 0.0 271.2310.0 24.0 0.24 69.16 1&.28 1.63
,O 166.0 146.0 69.2 1.1 287.526.0 8.0 0.13 70.30 5.52 0.92
101 1&0.0 138.U 10.3 19.0 293.034.0 5.0 0.12 89.38 4.36 1.10
;02 156.0 133.0 89.4 0.0 297.4210.0 4.0 0.04 89.1~ 3.52 0.35
103 146.0 129.0 90.2 5.3 300.946.0 1.0 0.12 95.88 6.56 1.10
104 140.0 122.0 96.3 0.0 307.53
=~._========================================================~==;==a================================SU8TOUL 182.0 3203.0 301.53 1.69
. AFLUENTE CHIRA 8=========C8C==============================================~;;_____=:===============================104 140.0 122.0 9b.3 0.0 0.00
3.0 2.0 0.01 96.30 1.89 0.b3105 137.O 120.0 96.3 1.7 1.89
5.0 5.0 0.10 9b.UI 4.81 0.9610b 132.0 115.O 98.0 0.0 ',.70
10.O 25.0 0.25 98.11 24.0b 2.41107 122.0 90.0 98.2 0.0 30.76
10.0 10.0 0.10 91.58 8.98 U.90108 112.O 80.0 85.0 0.0 '59.74===================================================================================================
SUB TOTAL 28.0 42.0 39.74 1.42
AFLUENTE CHIRA e=====================================================================================~=============108 112.O 80.0 85.0 0.0 0.00
3.0 4.0 0.13 8~.01 3.34 1.11109 109.0 76.0 85.1 3.3 3.34
9.0 Ib.O 0.18 8b.54 13.90 1.54110 100.0 bO.O 88.7 0.0 11.24
10.0 13.0 0.13 90.01 11.48 1.15111 90.0 41.0 91.4 0.0 28.7\
10.0 5.0 0.05 92.71 4.55 0.45112 80.0 42.0 94.1 0.0 33.26
4.0 3.0 O.O7 94.18 2.77 U.69113 16.0 39.0 94.3 0.0 36.03=================:==~:=:=:==:========c==~=&========================================================
;'...""JsUBTOUL 36.0 4\,0 36.0-i 1.00
AFLUE~HE CHIRA
========m====8Z=====================================:===========.==================================113 16.0 39.O 94.3 0.0 0.00
6.0 5.0 0.08 94.34 4.b3 0.71114 10.0 34.0 94.4 0.0 4.63
10.0 5.0 0.05 94.71 4.&5 0.46115 bO.O 29.0 95.2 0.0 9.28
1U.O 5.0 0.05 95.32 ".b8 (,.4111& 50.0 24.0 95.5 0.0 13.95
10.O 5.0 0.05 95.58 4.. bC,' Ü.4"\17 40.0 19.0 95.7 0.0 18.6"
1O.O 5.0 O.O~ 9';).71 4.h'...} 0.47
11B 30.0 14.o 9~.7 0.0 23.3310.o 5.0 0.05 9~.83 4.7v 0.47
11g
20.0 9.0 95.9 0.0 28.0310.O 4.0 0.04 9&.02 3.71 0.38
120 10.O 5.0 96.1 0.0 31.8010.o j.O 0.03 9&.13 2.83 0.28
121 0.0 2.0 96.2 0.0 34.&3======================================================================..:...====a===...=========a==
5UBTOTAL 7b.0 37.0 34."3 0.4"
POTENCIAL TEORICO DEL RIO CHIRA12I17/H
17
7.0 13~0.0 19.29 0.21 2.79 0.40
24 20.0 1750. 'JU.4 U. O 2.79
1
(¡.O 98~.0 9.65 0.91 6.78 0.68
2" 10. O 1b'1.0 1.4 0.0 11.5710. O 5bl.0 5.bl 1.51 8.30 0.~3
27 33.0 _~1 5U.
¡)
O.O O.O 0.0\14.0 1465.0 36.&2 0.22 3.16 0.79
23 29.0 lbB".U li.4 O.U 3.1&10.O 935.0 9.35 0.99 9.08 0.91
29 19.0 7:'0.0 1.b 0.0 12.24
2~ 19.0 75U.u l.b n.O 0.009.0 48~.0 ~.39 1.5ó 7.51 0.63
30 10.O 2b~.U 1.& 0.0 7.5110.O 140.0 1.40 1.&3 2.24 0.22
31 0.0 12'i.0 1.b O.O 9.75
32 44.0 3075.0 o.O v.O 0.0011.O 2175.0 19.77 0.37 7.93 0.72
33 33.O 900.0 0.7 u.O 7.9310.O 107.O 1.07 1.O3 1.08 0.11
34 ¿3." 793.0 1.3 0.0 9.0110.O ~89.0 ~.89 1.44 6.29 0.83
35 13.O 204.U 1.b 1.6 17.301.O 10.O 1.OO 3.1~ 0.31 0.31
3, 12.O 194.0 3.2 o.O 17.&2
37 b.O 138.O 3.4 u.O 0.004.0 13.O 0.32 2.90 0.37 0.09
36 2.0 125.0 2.4 I.b 0.372.0 21.0 1.05 4.0& 0.64 0.42
39 O.Ü 104.0 4.1 0.0 1.21
40 44.0 307~.0 \J.O 0.0 0.004.0 92~.0 23.12 0.08 0.77 0.19
41 40.0 2150.0 0.2 0.0 0.7710.O 1205.0 12.05 0.46 5.39 0.~4
42 30.0 94,.0 0.8 O.O &.1&10.O 680.0 6.60 1.00 6.b4 O.b&
45 20.0 265.0 1.2 O.O 12.8010.O lM.O 1.bO 1.~u 2.36 0.24
44 10.O 105.0 1.8 0.0 15.169.0 17.O 0.19 1.~3 0.31 0.03
45 1.O 86.0 1.9 0.0 15.47=======================================8==========================================~=====a========za
SU8TOTAL 43.0 2967.0 1~.47 0.3&
AFLUENTE CrlARA~AL
47 40.0 3150.0 O.O 0.(\ 0.0010.O 2000.0 20.00 0.26 5.54 0.55
48 30.0 1150.O 0.& O.e 5.5410.O 750.0 7.50 0.&8 5.00 0.50
49 20.0 400.0 0.6 0.0 10.54.10.O 275.0 2.75 u.85 2.2Q 0.23
50 10.O 125.0 O.Q 0.0 12.8310.O 40.0 0.40 0.93 0.36 0.04
51 O.O 65.0 1.O 0.0 13.20=====================================Z=============8==aa=========================zm===:==8:=====azz
SU6TOTAL 40.0 3065.0 13.20 0.33
AFLUEhlE CHALACO
=~~====~~:~:=~~~~:~=====~:~=====~:~============================================================~:~~
2& u.O 204.0 l.b 0.0 19.67======-===::===::=====-:===-::===========:======-==:=:====================:=======-========:::===:=
SldTJTAL 27.0 2~9b.0
AFLUENTE LA GALLEGA A
19.87 0.74
==========::=:=========:=======:========================================:==========:==========-==:=
=======:=:==============:=::=============:=:====:===:=====================:===:======:=====:_:=====14.O 240\1.0 12.24 0.67
AFLUENTE LA GALLEGA B
========:=====:==:-===:===============:======:=:===:=================================~============:
~~:===========:===========:===========~==~=========================================================SU~10IAL 19.O 6¿5.0 9.7~ 0.51
AFLUENTE CORRALES===========================:=======================================================================
========================================================================================a==========SU~IUTAL 32.0 21\81.0
AFLUE~TE CORRALES ó
17. b2 0.55
===================================================================================================
&.0 ~&.O 0.93 .1.3\1 1.81 0.300.00
1.61
12.O 3.2 0.0
37 b.O l.S6.0 3.4 0.0===================================================================================================
SU81UTAL 6.0 1.81 0.30
AFLU~N1~ CORNALES===================================================================================================
==================================================================================================ZSu,;TUTAL b.O 34.0 1.21 0.20
AFLU~NTE CHARANAL=========================================================================================zz========
==============================================================================================-====45 1. O 88.0 1.9 O. O 0.00
1. O 2.0 0.20 0.04 0.044& O. O 86.0 1.9 0.0 0.04
===================================================================================================SuB TOTAL 1.O 2.0 0.04 0.04
=================================================================================================-:
19
...~ 35.0 1850.0 0.0 0.0 O.Ou5.0 720.0 IQ.QO u.07 U."q 0.10
'\ 30.0 q30.0 0.1 0.0 o.Qq10.0 &30.0 8.30 0.20 1.25 u.12
20.0 300." 0.3 0.0 1.7410.0 180.0 1.80 0.30 0.5Q 0."5
'o 10.O 120.0 0.3 0.0 2.2~10.0 QQ.O 0.Q4 0.Q5 O.lq 0.02
;0 0.0 7&.0 0.8 0.0 2.Q7
.==~=.:.&=.....a==z==z:=====.=============&=====a===:=:============================================SUBToUL 35.0 1574.0 2.47 U.07
AFLUENTE SN FRAt<CISCo..======.&==~..=a...=.=======.=:=.=.=.=====z==z=======:a==:::::=====::=:=:==::===::::=:==:=:::::==f 45.0 320.0 9.0 0.0 u.OO
5.0 107.0 2.14 q.03 9.Q8 l.qOQO.O 213.0 9.1 0.0 q.Q8
10.0 53.0 0.53 9.13 ".75 0.4709 30.0 180.0 9.2 0.0 14.22
10.0 47.0 0.Q7 q.3Q Q.30 0.Q380 20.0 113.0 9.5 0.0 18.53
10.0 28.0 0.28 Q.07 2.4Q 0.25&1 10.O 85.0 8.7 0.0 21.0¿
10.0 21.0 0.21 8.25 1.70 0.1782 0.0 84.0 7.8 0.0 22.72
SUB TOTAL 45.0 258.0 22.7~ 0.50
4FLUENTE PIURA A~~:~=======~Dc==a========.=a.===:=.===8..====..=.====.=a.=:::==::=:==:=:=::=::=::==::=::=::=::=:=:\ 297.0 3000.0 0.0 0.0 0.00
10.0 1820.0 18.20 0.15 2.74 0.27287.0 1180.0 0.3 0.0 2.7Q
10.0 823.0 &.23 0.91 5.55 0.58277 .0 557.0 1.5 0.0 8.2Q
10.0 257.0 2.57 1.87 Q.20 0.Q280 2&7.0 300.0 1.& 0.0 12.4Q
3.0 28.0 0.93 1.82 0.50 0.17bY 2&4.0 272.0 1.8 1.& 12.QQ
3.0 32.0 1.07 3.42 1.07 0.3888 2&1.0 240.0 3.4 0.0 14.08
10.0 40.0 0.40 3.59 l.Q1 O.IQ&Q 251.0 200.0 3.7 0.4 15.Q7
l.O 4.0 O.QO Q.l0 0.18 0.1870 250.0 198.0 4.1 1.0 15.83
4.0 19.0 0.48 4.51 0.84 0.2171 24&.0 177.0 3.9 0.0 1&.47
10.0 2Q.0 0.24 3.27 0.77 0.0872 23&.0 153.0 2.& 0.0 17.2Q
...:..........aa...=....z.................==..=.....==......====..=================================SUBTOTAL &1.0 28Q7.0 17.24 O.2B
4F LUENTE PIUR4 B.........................................................==========================================72 23&.0 153.0 2.& 0.0 0.00
3.0 7.0 0.23 2.80 0.18 0.0873 233.0 lQ&.O 2.& Q.2 0.18
7.0 20.0 0.2e¡ 8.33 1.2Q 0.1874 22&.0 12&.0 5.8 0.& I.Q2
10.0 14.0 0.14 5.Q3 0.81 0.0875 21&.0 112.0 5.5 0.0 2.2Q
10.0 8.0 0.08 5.05 0.40 O.OQ7& 20&.0 104.0 4.8 Q.l 2.03
2.0 3.0 0.15 8.70 0.28 0.13
..=.=...==.==..=c.=.~.a=a=..a===&=:a=m=.:..=.==.a....==~=a:==.=====:=====:============a===;===:==:=77 204.0 101.0 8.7 0.0 0.00
Q.O 4.0 0.10 Q.21 0.38 0.0978 200.0 97.0 9.7 0.0 0.38
10.0 8.0 0.0& e¡.78 0.57 0.0879 190.0 91.0 Q.8 0.0 O.QQ
10.0 5.0 0.05 e¡.84 0.48 ".0580 180.0 88.0 9.9 1.9 1.42
0.5 0.5 0.10 11.80 0.08 0.12
PJT~~CIAL TEO~ICO DEL RIU PIU~A 12/17/78
================================================================ -------------------- ---------------- =====F=======P CUM
=====í=======
Q AFO DL DH P
================================================================ -------------------- ----------------
AFLUENH SANCO~
==88===============================================================================================
~=========:===::=:=:===========~=====.==========.a=.=..a::::=:::::::=::::::::=::=:::::::::::::::=::
77 20Q.0 101.0 8..7 0.0 2.89:.= a : :.::: : :_::==:.::::::.::=:=====:.::::=:==:==::=::
SUBTOTAL 32.0 52.0 2.89 O.Oe¡
AFLUENTE PIURA C
81 179.5 85.5 11.8 0.0 1.48= a:=:: :..::..::=:::..:a:...=:::.:;=: ==:a.a.a::=e.a: :.=:..=...:::.:::..::_
SUB TOTAL 24.5 15.5 1.4B 0.0&
JIJ
AFLUENTE PIURA O==-=:::====:=::::=:=:=::=:=::::::=:=:=:=::::::::::::::.==:==:==========::::==::::::::=::::::.:=:=::el 174.5 B5.5 11.8 0.0 0.00
0.5 0.5 0.10 11.83 0.0& 0.1282 119.o A5.0 11.9 1.o 0.0&
5.0 5.0 0.10 12.83 0.&3 0.13b3 11".o bU.O 12.8 0.0 0.&9
10.0 4.0 0.04 13.01 0.51 0.05
B" 16".0 76.0 13.2 0.& 1.209.0 5.0 0.06 13.7& 0.&8 0.08
AOJ 155.0 71.o 13.8 0.0 1.8710.0 7.0 0.07 13.17 0.90 0.09
eb 145.0 6".0 12.6 7.A 2.782.0 2.0 0.10 19.90 0.39 0.20
~7 1"3.0 62.0 19.4 0.0 3.17====:==-=====::==::::=:=::=::=:==::=:=:-::::=:::::::::===============~=====================~ :00:==
sua TOTAL 36.5 23.5 3.17 0.09
AFLUEIHE PIU~A E===.=:=:=====:=====::===:====:=============:==:::==:::======================&==_==============2=====
~I 1"3.0 62.0 14.4 0.0 0.007.0 4.0 0.06 19.81 0.78 0.11
69 136.0 56.0 20.2 0.0 0.7810.0 4.0 0.04 20.9& 0.82 0.08
6e.¡ 126.0 54.0 21.7 0.0 1.&010.0 4.0 0.0" 22.03 0.8& 0.09
90 116.o 50.0 22." 0.0 2.4&10.0 3.0 0.03 22.5f 0.&& 0.07
41 106.0 "7.0 22.8 0.0 3.1310.0 3.0 0.03 22.90 0.&7 0.07
92 9b.0 "4.0 23.0 0.0 3.8010.0 3.0 0.03 23.12 0.&8 0.07
93 66.0 "l.o 23.2 0.0 4.4810.0 3.0 0.03 25.27 0.74 0.07
9" 76.0 38.0 27.3 0.0 5.2310.0 3.0 0.03 28.&0 0.84 0.08
45 66.0 35.0 29.9 0.0 6.07
POTENCIAL TEORICO DEL RIO PIURA 12/1717<1
- -- ======================================;~~======== =.==:::=:=:::=-=--= ~ ~;~- DL DH PE DC PQT SP CUM==;=====;=======~======~================:=======::===:=:::==:==============:==:===== =====:::===:::
==========================E=================S===:=====Z=====Z===C==============8==========~========SUB TOTAL 77-.0 27.0 0.08
AFLUENTE PIURA F
============================================================:=-=====-=-=:-~-.-= =--=-----95 &b.O 35.0 29.9 0.0 - - - - - - ---~:~~
&.0 7.0 0.12 2.0&9b bO.O 28.0 30.1 0.0
10.0 0.04 21.21> 0.0897 50.0 24.0 0.0
10.02.89
5.0 0.05 12.58 0.62 O.Ob95 40.0 19.0 12.7 0.0
10.0 5.03.51
990.05 12.99 0.64 0.01>
30.0 14.0 15.3 0.010.0
4.15
1004.0 0.04 13.44 0.53 0.05
20.0 10.0 13.6 0.0 ".1>8
10110.0 5.0 0.05 13.73 0.&7 0.07
10.0 5.0 13.8 0.0 5.3510.0 5.0 0.05 13.9& 0.1>8 0.07
102 0.0 0.0 1".1 0.0 1>03======================================================:=======-=========-:--=-= :_-
SU. TOTAL &&.0 35.0 - - --&:03 ~:~~----------
21
.. E~ POTEI,CIA~ TEORICO TOTA~ DE~ RIO CASCAJA~ ES DE 21.3 MW.. TIENE UNA ~ONGITUO ACUMULADA DE 288.0 Ki'
V UN POTENCIA~ ESPECIFICO DE 0.07 Mw/KM
~O.O 28;,0.u 0.0 0.0 0.0010.0 1950.0 19.50 U.lb 2.<jb 0.'>0
20.0 900.0 0.3 Ü. O 2."ri1O. O 655.0 6.""
iJ.!.;jij ~.73 U.3710. O <'"5.0 0.9 Ü.O 6.71
10. O hY.O O.HY o.Y:, U.M~ u.O~0.0 15b.0 1. O 0.0 7.5"
51. u 1"~0.0 0.0 0.0 0.0011.0 1125.0 10.<'3 u. 14 1.5b lJ.14
"0.0 ~2~.ü 0.3 0.(1 1. "o1(1. O 15~.O 1.5_\ O.:;/j U.j7 V.Oh30.0 172.0 0.5 ü.O 2.U
10. Ü 62.0 0.b2 U.""v.jU u.03
20.0 11 U. O 1). b CJ.v 2."720.0 23.0 0.12 1.37 u..> 1 v.vi'
0.0 87.0 2.1 0.0 2.7b
10 "9.0 252.0 0.0 0.0 O.OU9.0 9b.0 1. 07 u.u5 0.0" U. U1
11 "0.0 156.0 0.1 ü.O 0.052V.0 7".0 O. .\7 0."3 0.3~ u.o¿
12 20.0 82.0 1. O 0.0 0.4'>20.0 27.0 0.1~ 1.2" v.3~ U.v2
13 0.0 55.0 1.5 0.0 0.76
===================================================================================================14 158.0 2025.0 0.0 0.0 0.00
12.0 1480.0 12.33 0.23 .>.~2 l'. ¿~15 14&.0 545.0 0.5 0.0 3.32
10.0 298.0 2.98 U.b'4 1." 7 0.191& 13&.0 247.0 0.8 0.0 5.19
10.0 91. O 0.91 u.63 0.;'6 U.0617 12&.0 15&.0 0.4 1.0 5.75
26.0 b9.0 0.27 1.b9 1.14 v.OLl1B 100.0 87.0 1.9 2.1 6.90
14.0 15.0 0.11 4.11 O.bl u.0419 8&.0 72.0 4.2 0.0 7.5U
20.0 17.0 0.08 4.56 0.76 0.0420 6&.0 55.0 4.9 1.5 8.2b
19.0 21.0 0.11 5.96 1.23 U.Ub21 47.0 34.0 5.5 0.0 ".49
10. O 10.0 0.10 ~.~b 0.48 u.0522 37.0 2".0 4.2 0.0 ".97
23.0 6.0 0.03 3."~ 0.20 O. O123 14.0 18.0 2.7 0.0 10.17
14.0 3.0 0.02 2.61 0.08 0.0124 0.0 15.0 2.9 0.0 10.26
....a=_===========8===============..==._==_================:::::c:=:::===::=====:===:=:=:==:::=::::SUBTOTA~ 158.0 2010.0 10.26 0.06
*************************************************************************
********************************.********.****************************.*.
POTENCIA~ TEON1CO DE~ wIO CASCAJA~ 12/17178
===================================================================================================L AFQ DL DH QC PUT ESP
===================================================================================================
AFLIJENn TUCTO
===================================================================================================
=:========;========================================================================================SUdTOTAL 30.U 26"".0 1.54 0.<'5
AFLUENTE SAN CRISTURA===================================================================================================
===================================================================================================SUBTOTAL "1.0 Ub~.O 2.7~ \). U':>
AFLUENTE V~GA DEL PAD
===================================================================================================
===================================================================================================SU8TOTA~ "9.0 197.0 0.76
AFLUENTE CASCAJAL
.
EL POTENCIAL TEORICO TOTAL DEL RIO OLMOS ES OE 21.~ ~1~ ..
TIE'JE UNA LONGITuO ACUMULADA DE q1.0 1("'1
V UN POTENCIAL ESPECIFICU OE 0.24 "'~/KM
AFLUENTE Olt.OS
=========================================================================================:==~==~===1
q1. o 2;'50.0 0.2 0.0 0.00
11.o 1780.0 16.18 0.64 11.25 1.0280.0 770.0 1.1 0.0 11.25
10.0 3;'4.0 3.54 1.31 4.54 0.4570.0 416.0 1.5 0.0 15.79
10.0 1'17 . o 1. '17 1.63 3.15 0.31bO.O 219.0 1.7 0.0 18.93
\0.0 Q3.0 0.93 2.0b 1.8~ 0.19;'0.0 12ó.0 2.4 0.0 20.81
10.o 25.0 0.25 2.10 0.51 0.0540.0 101.0 1.8 0.0 21.33
10.0 12.0 0.12 1.48 0.17 0.0230.0 89.0 1.2 0.0 21.50
10.0 11.0 0.11 0.77 0.08 0.0120.0 78.0 0.4 0.0 21.58
10.0 22.0 0.22 0.49 0.10 0.0110.o ~b.Ú O.ó 0.0 21.ó9
10.0 lb.O O.lb O.be O.lu 0.011') 0.0 40.U O.ó 0.0 21.78
=======================================================================================:===========SU~ TOTAL 91.0 2510.0 21.78 0.24
. .
.*******************.*******.********************************************
----.-----------.-.---------.----------------------------------------------------------------------------------_.-------------------------------------------------------------------------------------
(KM) (1-1) (KM) (M) (X)
DC3
('" 1 S)
POT CU'~L HQ
3("lIS)
AFQ3
('" IS)
DL DH PE
--------.--------------------------------------------.---.--------------------------------------------------------------------------------------------------------------------------------------------
1 NUMERD DEL PUNTOl KIlOMETRAJEH ALTURA) CAUDAl EN El PUNTOAFU CAuDAl ADICIONAL DEBIOO AL AFLUENTE)L DISTANCIA ENTRE LOS PUNTOS)H OIFEkENCIA DE NIVEL ENTRE LOS PUNTOS
"ELA PENDIENTE DEL TRAND
~C CAUDAl DE CALCULO DEL TRAMO'OT EL PDTE~CIAL TEO~ICO DEL TRAMOESP EL POTENCIAL ESPtCIFICO DEL TRAMO:U~ POTE~CIAL ACUMULADO
POTENCIAl TEOPICO DEL RIO OLMOS 12117118
================================================~=================================== --------------------.....------H AF
QDl DH PE UC por SP CUN
==================================================================================== ----..-----------------------
23
13.0 2535.0 1'1.50 0.412 20.0 920.0 0.7 0.0
10.0 824.0 8.24 0.9810.0 2'18.0 1.2 0.0
10.0 15'1.0 1.5'1 1.27
10.25 0.7'110.2~
5.88 0.5'11b.13
1.99 0.20
7.0 52.0 0.74 1.31 0.07 0.108 30.0 143.0 1.5 0.0 0.0/
10.0 25.0 0.25 1.57 0.38 0.0.9 20.0 118.0 . 1.8 0.0 I.O~
10.0 25.0 0.25 1.75 0.4~ 0.0410 10.0 '13.0 1.'1 0.0 1.40
12 43.0 2090.0 0.1 0.0 0.0013.0 1740.0 13.38 0.28 "."5 0.34
13 30.0 350.0 0.4 0.0 ...510.0 228.0 2.2t 0.09 1.54 0.15
14 20.0 12..0 1.O 0.0 ~.9910.0 38.0 0.38 0.'17 0.38 0.04
15 10.0 88.0 1.0 0.0 8.3510.0 18.0 0.18 1.31 0.23 0.02
'1.0 805.0 8.72 1.02 8.08 0.88
18 20.0 2255.0 1.8 0.0 8.0810.0 1107.0 11.07 2.15 23.3'1 2.34
19 10.0 1148.O 2.7 0.0 2'1.4710.0 7'18.0 7.'18 2.88 22.58 2.2&
************************************'*******..**********.**.** *--*--.
. EL POTENCIAL TEORICO TOTAL DEL RID MOTUPE
.
.
.
.
.
k*********_******.************__*********.****~***t.****.t...t_._...._._.
ES DE 188.3 .
.
.
.
0.43 MI't/KM .
KMTIENE UNA LONGITUO ACUMULADA DE 387.0
y UN POTENCIAL ESPECIFICO DE
POTENCIAL TEORICO DEL RIO MOTUPE li'117178
==:z:==z=::=======m==z=======================a==a=====:===-= a = =-:-------------1 L H Q AFQ DL DH PE-
QC --~~T ~S~ C~~.-
.=a:a:=:::::::.=:::=:::=::=:=::::::::=:::::_::::=:::::=:=:::::==::=:::=::::=::=::==:=::==:===:=::=:
AFLUENTE CHOCHOPEa=a::::::::::=:::::::::::=:::=::::::=::=:_::=::::=::=:====-===-== = ~
1 33.0 3455.0 0.1 0.0.
- ~~~O
0.0 137.0 1.3 0.0 18.12
======================~~~;~;:~=========;;:~===;;~::~=======================~~:~~=====~:~~==========
AFLUENTECHOLDQUE SUP==~====:===:=.===================:===:=~===:==============-= =----------------------------------
5 58.0 1350.0 0.0 0.0- ~~~~
9.0 888.0 '1.84 0.13 1.1. 0.1~
10.0 18.0 0.18 1.92 0.34 0.0311 0.0 75.0 2.0 0.0 . 1.82
a~.=.:=a=..a==:=============:======================:=========:--==---------------------------------SU8TDTAL 37.0 120.0
-- ~~~~ ~~~;-------.--
AFLUENTE DE SALAS===~=C===:====:==:===:===============K=============================================:===============
18 0.0 88.0 l.b 0.0 b.58
...a..=a==:===.===========.=====~.========:======a=========:=::=::=::=========:::====:==:=:=:=====-SU8TOTAL 43.0 2022.0 8.58 0.15
AFLUENTE MORAN...cc:_.:a.:::..:=:==:::::==::_:===:::_:.=:::::=c:.::::8C==::==========:=======================:===11 2'1.0 2880.0 0.4 0.0 0.00
20 0.0 350.0 3.1 0.0 52.03
== z.=..a :a =.: =..=.=======:_=:.~=====z=====:=.:::====:============:==SU8TOTAL 2'1.0 2510.0 52.03 1.7'1
AFLUENTE SANJDN= = :.=========.=====a:::.:::::::=====:==:==:==::==::==:::=:==::
i!1 3",.0 187.0 0.1 0.00.00
14.0 53.0 0.38 0.27 0.14 0.01
134.0 0.4 0.0 0.14
10.0 28.0 0.28 0.87 0.18 0.02
10.0 108.0 0.9 0.0 0.32
24 0.0 82.0 1.0 0.00.55
: :.:...:=:.:..::.::.:.:====a==...::::==...:=:::::========:============:SU8TOTAL 34.0 105.0 0.55 0.02
10.0 24.0 0.24 0.94 0.22 0.02
24
