resume n

PROYECCION DE LA DEMANDA DE AGUA POTABLECONEXIONES CONSUMO DE AGUA(l/da)C/MED. C/MED.2,015 Base 0 0 0 0 0.002,016 A 0 0 0 0 0.002,017 0 0 0 0 0 0.002,01 1 5!,"5# 12,1"# 12,1"# 12,2"0 7,5",7"!2,01# 2 56,0 12,7"# 12,7"# 12,"6 7,#21,5512,020 ! 5,"6 1!,!75 1!,!75 1!,"7 ,!10,51"2,021 " 61,7!# 1",0!" 1",0!" 1",1"7 ,71#,#22,022 5 6",775 1",721 1",721 1",! #,1"6,"72,02! 6 67,#60 15,""5 15,""5 15,56! #,5#6,7022,02" 7 71,!01 16,20! 16,20! 16,!"0 10,067,6!2,0257",07 17,001 17,001 17,1!# 10,56!,512,026 # 7,"5 17,!6 17,!6 17,#77 11,02,!"22,027 10 2,!"" 1,715 1,715 1,7! 11,62,5062,02 11 6,!#! 1#,6!" 1#,6!" 1#,7# 12,1##,52"2,02# 12 #0,6"1 20,5# 20,5# 20,767 12,7#,5022,0!0 1! #5,0# 21,612 21,612 21,72 1!,"2,5"2,0!1 1" ##,77" 22,675 22,675 22,51 1",0#,0"02,0!2 15 10",60 2!,7#0 2!,7#0 2!,#7 1",71,"12,0!! 16 10#,27 2",#60 2",#60 25,15 15,50,172,0!" 17 115,227 26,16 26,16 26,!# 16,270,52,0!5 1 120,#! 27,"7! 27,"7! 27,6#6 17,070,2622,0!6 1# 126,!7 2,2" 2,2" 2#,052 17,#0#,7012,0!7 20 1!!,07" !0,2"" !0,2"" !0,"#2 1,7#2,01"A$O %OB&ACION SE'(IDA ()a*)(I(IENDAS SE'(IDAS (+,-dades)CONEXIONES DOMES.ICO.O.A& CONEXIONESCONSUMO DOMES.ICO PROYECCION DE LA DEMANDA DE AGUA POTABLECONSUMO DE AGUA(l/da) DEMANDA AGUA/0 (1/se2) /0 (3!/a45) /3d (l1/se2) /3) (l1/se2)0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.007,606,0## 110.0" !,"70,221 1"!.05 1#.077,#2,57" 115."# !,6"2,0#! 150.1" 207.,!1,0"2 121.25 !,2!,7"0 157.6! 21.25,7#1,12 127.1# ",011,06" 165.!5 22.#"#,220,5"1 1!!."0 ",206,#02 17!."2 2"0.12#,671,06! 1!#.#2 ","12,517 11.#0 251.610,15!,#" 1"6.#0 ",6!2,6! 1#0.#7 26"."210,650,!#6 15".0# ",5#,!2 200.!2 277.!611,171,222 161.62 5,0#6," 210.11 2#0.#211,72,055 16#.6 5,!51,02 220.5 !05."212,!02,7!# 177.## 5,61!,0#! 2!1.!# !20.!12,#05,05 16.71 5,,07 2"2.72 !!6.01!,5!5,5#6 1#5.! 6,175,6#5 25".5 !52."#1",1##,#20 205."" 6,"7,756 267.07 !6#.7#1",#05,#" 215.65 6,00,7! 20.!5 !.1715,6!!,5"1 226.1 7,1!2,12 2#".0! "07.1216,!#,"7! 2!7.25 7,"1,#16 !0."! "27.0517,210,66" 2"#.00 7,52,"6" !2!.70 "".201,05!,26# 261.1# ,2!6, !!#.55 "70.1"1,#",261 27".1" ,6"5,27# !56.! "#!."5CONSUMO .O.A& CONEC.ADOLinea Caudal DN Tramo ADT N E.B. Long. Pot. PROYECCION DE LA DEMANDA DE AGUA POTABLERamal Norte210.601400AoLC-01356.38600 CD-01 A EB-01- 550.86 - LI-01356.38600 EB-01 A CP-01 139.16 3+13,331.333152015LI-0240.29600 CP-01 A CP-02 101.33 3+11,568.292292018LI-03122.2350 CP-02 A RRP-01 1.42 2+11,843.69203LI-04121.85350 CP-02 A RRP-05 12.58 2+11,533.11141 LI-05231.04450 CP-02 A RRP-13 134.18 2+12,82.10284 LI-063.15200 RRP-01 A RRP-02 113.99 2+11,446.638 LI-09.2100 RRP-02 A RRP-03 131.0 1+11,801.6124 LI-082.2260 RRP-03 A RAP-04 111.15 1+1 53.24 LI-0931.58200 RRP-05 A RRP-06 112.84 1+11,194.9564 LI-1050.34250 RRP-05 A RRP-09 112.31 2+12,218.8051 LI-1123.42200 RRP-06 A RRP-0 94.65 1+11,12.4240 LI-1212.9150 RRP-0 A RAP-08 85.04 2+11,006.6410 .25 LI-1314.2150 RRP-09 A RRP-10 112.5 1+11,180.9515 22.13 LI-1415.46150 RRP-09 A RAP-12 115.83 1+12,140.5616 23.88 LI-154.6180 RRP-10 A RAP-11 111.96 1+1 844.429 LI-1611.3150 RRP-13 A RAP-14 9.1 2+11,404.1010509.92LI-1152.91400 RRP-13 A RRP-15 120.08 2+13,046.65166 1568.29LI-18.3100 RRP-15 A RAP-16 11.38 2+11,52.128 LI-1984.53350 RRP-15 A RRP-1 106.9 2+12,00.2182 LI-205.11100 RRP-1 A RAP-18 96.23 1+11,982.049 LI-2151.84250 RRP-1 A RRP-19 90.30 2+1 95.42 LI-2215.93150 RRP-19 A RRP-20 113.20 2+1 988.5216 LI-2314.56150 RRP-19 A RAP-22 10.46 1+1 93.5228 LI-245.88100 RRP-20 A RAP-21 68.35 1+1 343.41 550.86 3331.33!600 !600356.38 356.38 42.80E!"UEMA DEL !I!TEMA DE AGUA POTABLEE!TUDIO DE#INITI$O Y E%PEDIENTE T&CNICO DEL PROYECTO' E!"UEMA ANE%O (( PAMPA )ICAMARCA DE CANTO GRANDE !ECTORI*ACI+N Y AMPLIACI+N LO! !I!TEMA! DE AGUA POTABLE Y ALCANTARILLADO DI!TRITO DE !AN ANTONIO DE ,UAROC,IR- CP-02500 m3RAMALCD./0Qmd=210.60EB-01"# $ 253, %D$86mCP-01500 m3&139.16E1t. Boo1ter U2i3a3i4n Cota P. min P. ma5 Ci1terna U2i3a3i4nEB-01 312.30 322.30 352.30 CP-01Re2om2eo U2i3a3i4nCotaN. Agua$olumenCP-02RRP-01 32-'e(tor Loma) Ba*a) 554.01556.01 1,500 RRP-02+,- 35-.r/0o Ca)/ar12a) Alta) 645.464.4500Le6endaRRP-03+,- 36-'e(tor Pe3re4al Alto 34.036.0200 RRP-05 29-'e(tor 52162 Bella71)ta 615.2561.25 1,000 RRP-06 30-'e(tor Loma) Alta) 09.511.5300 RRP-0 31-.r/0o El 8/2al 89.8491.84300 RRP-09 28-'e(tor El Palomar 05.290.29500 RRP-10+,- 2-'e(tor R12(o2a3a 3e 91lla 3el 'ol 99.84801.84250 RRP-13+,- 15-:o2a Lo) ;lamo) 614.43616.43 1,00 RRP-15 -.r/0o Lo) lore) 800.30802.3000 RRP-19 1-.r/0o 9alle 'a4ra3o 84.2586.25500 RRP-20 3-.r/0o DN 500 mm $1,86.59m 554.01 RRP-01554.01150.35 8/#er@a P9C-5> DN 400 mm $2,389.59mCol. el AB21RRP-02+,-645.44.6 8/#er@a P9C-5> DN 355 mm $1,88.10m 509.92 RRP-03+,-34.014.14 8/#er@a P9C-5> DN 315 mm $3,906.58m RAP-04+,-829.45.39 8/#er@a P9C-5> DN 250 mm $5,562.30m RRP-05615.25146.88 8/#er@a P9C-5> DN 200 mm $12,495.05m RRP-0609.53.99 Total de Tu2er;a1 ? =/B(CE.A0m RRP-089.8428.20 NC B/=o2e) % D 1.20 m $1.00/23 RAP-08+,-865.1112.62 NC B/=o2e) % D 1.50 m $1.00/23 42.80 RRP-0905.2960.5 NC B/=o2e) % D 2.00 m $1.00/23 RRP-10+,-99.841.84 NC B/=o2e) % D 2.50 m $2.00/23 RAP-11+,-894.45.6 NC B/=o2e) % D 3.00 m $13.00/23 RAP-12+,-802.0018.49 NC B/=o2e) % D 3.50 m $9.00/23PTARRRP-13+,-614.432.5 NC B/=o2e) % D 4.00 m $194.00/23 RAP-14+,-01.1314.06 NC B/=o2e) % D 5.00 m $8.00/23COLECTOR N CRRP-1510.30182.88 NC B/=o2e) % D 6.00 m $8.00/23 RAP-16+,-805.138.84 Total de BuGone1 ?=DD.//und RRP-1+,-800.30100.64 RIO RIMAC RAP-18880.136.2 RRP-1984.2561.03 RRP-20969.841.1 RAP-21+,- 1,030.135.36 RAP-2291.001.44 RRP-011500 m3CP-02500 m3CP-01500 m3Caudal 9l71< 9Ao (/