Data Jumlah Penduduk

Tahun Jumlah2003 40272004 45102005 50512006 56582007 60542008 65382009 70612010 76262011 87702012 100852013 115982014 13338

jumalah penduduk 90316

Data Jumlah Penduduk Rata-Rata jumlah pendudukTahun Jumlah

R12003 4027 0.1202004 4510

R22005 5051 0.1202006 5658

R32007 6054 0.1202008 6538

R42009 7061 0.0702010 7626

R52011 8770 0.0802012 10085

R62013 11598 0.0802014 13338

R70.080

R80.150

R90.150

R100.150

R110.150

RATA RATA 0.115

2003

)20032004(1

Tahun

TahunTahunR

0.115

2003

)20032004(1

Tahun

TahunTahunR

n Tahun Arimatik (x rata-rata-xi)2 standar davisiasi1 2015 14878 48022553

4662

2 2016 16418 290506803 2017 17958 148217764 2018 19498 53358395 2019 21038 5928716 2020 22578 5928717 2021 24118 53358398 2022 25658 148217769 2023 27198 29050680

10 2024 28738 4802255321808 195647439

po 13338r rata rata 0.115

po jumlah penduduk awalr rata rata pertumbuhan pendudukn jumlah tahunperencanaan

pt jumlah penduduk pada tahun perencanaan

2

1..tan

n

xiXDavisiasidars ratarata

).1.( nrpopt

n Tahun GEOMETRI (x rata-rata-xi)2 standar davisiasi1 2015 14877.9623743 113724940

8363

2 2016 16595.7238275 800385773 2017 18511.8124666 494256744 2018 20649.1265076 239416985 2019 23033.2079204 62948006 2020 25692.5476682 226197 2021 28658.9261889 97142818 2022 31967.7931868 412888659 2023 35658.6912748 102344367

10 2024 39775.7285277 20259470125542.1519943 629390523

po 13338r rata rata 0.115457

po jumlah penduduk awalr rata rata pertumbuhan pendudukn jumlah tahunperencanaan

pt jumlah penduduk pada tahun perencanaan

nrpopt )1.(

2

1..tan

n

xiXDavisiasidars ratarata

n Tahun eksponensial (x rata-rata-xi)2 standar davisiasi1 2015 14970.3844535178 176084937

4664

2 2016 75.4244638283 26414703 2017 113.1366957424 25203084 2018 150.8489276565 24019905 2019 188.5611595706 22865176 2020 226.2733914848 21738887 2021 263.9856233989 20641048 2022 301.697855313 19571649 2023 339.4100872272 1853068

10 2024 377.1223191413 17518171700.6844976881 195735263

po 13338r rata rata 0.115

po jumlah penduduk awalr rata rata pertumbuhan pendudukn jumlah tahunperencanaan

pt jumlah penduduk pada tahun perencanaane 2.718282

nrepopt ..

2

1..tan

n

xiXDavisiasidars ratarata

Menghitung Qtotal

Kebutuhan Domistik (QD)jumlah penduduk tahun 2024 22045

90 lt/orang/hariQD = Jumlah penduduk tahun 2024 x kebutuhan air

= 22045 x 90= 1984050 lt/hari= 22.9635 lt/detik

Kebutuhan Non Domistik (Qnd)Kebutuhan non domistik 15% s/d 30% dari Q domistikQnd = 30% x QD

= 6.8890625 lt/detik

Kebutuhan karena kehilangan airpada sistem Baru 20% dari kebutuhan rata ratakebutuhan rata rata = kebutuhan domistik + kebutuhan non domistik

= 22.96354167 + 6.889063= 29.85260417 lt/detik

kebutuhan kaerana kehilangan air = 20% x= 5.970521 lt/dtk

Kebutuhan hidranKebutuhan hidran 30 lt/hariKebutuhan hidran = 30 x jumlah penduduk 2024

= 661350 lt/hari= 7.654513889 lt/dtk

jadi Qtotal = kebutuhan QD +Kebutuhan Qnd + Kebutuhan kehilangan air + Kebutuhan hidran= 22.9635416667 + 6.889063 + 5.970521= 43.4776388889 lt/dtk

Kategori ukuran KOTA KECIL dengan kebutuhan air

lt/orang/hari

kebutuhan domistik + kebutuhan non domistik

29.8526

kebutuhan QD +Kebutuhan Qnd + Kebutuhan kehilangan air + Kebutuhan hidran+ 7.654514

TITIK Interval Elevasi Titik

P1 10919.11 162284.03 209.000 2 208.865P2 18982.13 178698.49 207.000 2 206.788P3 5315.75 163504.7 207.000 2 207.065P4 52148.82 188081.93 205.000 2 205.555P5 29926.03 177854.52 205.000 2 205.337P6 16893.29 180634.75 205.000 2 205.187P7 46013.31 267985.5 205.000 2 204.657P8 66886.04 188896.07 203.000 2 203.708P9 44258.21 144730.67 203.000 2 203.612

P10 56053.27 201286.99 203.000 2 203.557P11 74691.78 194644.49 203.000 2 203.767P12 39353.29 132085.49 203.000 2 203.596P13 36241.49 232292.44 203.000 2 202.688P14 2028.46 273846.95 203.000 2 202.985P15 112152.27 156597.06 203.000 2 201.568P16 95168.28 270780.25 203.000 2 202.297P17 98309.07 269426.92 203.000 2 202.270P18 59899.83 274680.77 203.000 2 202.564P19 52829.38 225237.33 201.000 2 200.531P20 203 257362.63 203.000 2 202.998P21 93727.96 290961.32 203.000 2 203.644P22 145795.37 297542.74 205.000 2 204.020P23 117331.3 241136.92 199.000 2 199.973P24 101551.01 242483.86 201.000 2 200.162P25 80435.5 232947.92 201.000 2 200.309P26 31895.55 194070.15 199.000 2 198.671P27 113025.43 258618.5 199.000 2 199.874P28 124064.88 282475.05 201.000 2 200.122P29 103868.79 295175.7 201.000 2 200.296P30 67118.57 330364.31 201.000 2 200.594P31 51923.83 206146.77 197.000 2 197.504P32 110283.7 269782.9 197.000 2 196.182P33 106023.5 332698.16 195.000 2 195.637P34 87429.82 305613.91 195.000 2 195.572P35 11140.99 109980.92 195.000 2 194.797P36 27625.08 113781.82 195.000 2 194.514P37 17433.63 234984.84 195.000 2 195.148

Jarak kontur awal teredekat ke node

Jarak total kontur ke

kontur

kontur awal

/terdekat

KONTUR AWAL AWAL DIKURANGI ATAU DITAMBAH DALAM KURUNG JARAK KONTUR awal ke NODE DIBAGI JARAK TOTAL ANTAR KONTUR DI KALI INTERVAL KONTUR

p 48808.07 123094.5 208 2p 207.207

p 30977.05 100109.2 211 2 210.381

205,8572216795,23

15527,64206,000

XELEVASI

KONTUR AWAL AWAL DIKURANGI ATAU DITAMBAH DALAM KURUNG JARAK KONTUR awal ke NODE DIBAGI JARAK TOTAL ANTAR KONTUR DI KALI INTERVAL KONTUR

205,8572216795,23

15527,64206,000

XELEVASI

NOPIPA ELEVASI ∆H L

AWAL AKHIR AWAL AKHIR m mm1 P - - - - 02 P P1 210.381 208.865 1.516 76257.893 P1 P2 208.865 206.788 2.078 158714.714 P2 P3 206.788 207.065 -0.277 51115.195 P3 P4 207.065 205.555 1.510 119139.886 P4 P5 205.555 205.337 0.218 27815.777 P5 P6 205.337 205.187 0.149 13470.718 P6 P7 205.187 204.657 0.530 77998.419 P7 P8 204.657 203.708 0.948 188703.66

10 P8 P9 203.708 203.612 0.097 32767.311 P9 P10 203.612 203.557 0.055 104865.912 P10 P11 203.557 203.767 -0.211 28447.3313 P11 P12 203.767 203.596 0.172 99936.1914 P12 P13 203.596 202.688 0.908 78959.4715 P13 P16 202.688 202.297 0.391 70975.7516 P16 P15 202.297 201.568 0.729 32955.1417 P15 P25 201.568 200.309 1.258 270639.3318 P25 P24 200.309 200.162 0.147 46020.1619 P24 P23 200.162 199.973 0.189 46648.6620 P9 P14 203.612 202.985 0.626 73529.9521 P14 P13 202.985 202.688 0.297 138638.2222 P14 P18 202.985 202.564 0.421 64079.5323 P18 P17 202.564 202.270 0.294 88723.8124 P8 P20 203.708 202.998 0.710 123280.6225 P20 P19 202.998 200.531 2.468 70317.6826 P7 P22 204.657 204.020 0.637 142415.927 P22 P21 204.020 203.644 0.376 52543.1928 P21 P30 203.644 200.594 3.051 384895.2729 P30 P29 200.594 200.296 0.297 52801.7930 P29 P28 200.296 200.122 0.175 37531.0631 P28 P27 200.122 199.874 0.248 71086.132 P27 P26 199.874 198.671 1.203 328462.8733 P26 P31 198.671 197.504 1.168 103189.0334 P31 P32 197.504 196.182 1.321 136974.1635 P32 P33 196.182 195.637 0.545 94292.7136 P33 P34 204.020 199.973 4.047 26703.6437 P34 P35 199.973 194.797 5.176 194565.3538 P35 P36 194.797 194.514 0.283 62707.0239 P36 P37 194.514 195.148 -0.634 72391.45404142434445

L sloof/kemiringan Luas dilayaniM m2

- 76.25789 0.01987 485924289.169264

158.71471 0.01309 595273369.34687751.11519 -0.00543 1173100000

119.13988 0.01268 388385147.26718627.81577 0.00784 82089944.31996613.47071 0.01110 146572384.24467277.99841 0.00680 207189504.341987

188.70366 0.00503 507602520.00936932.7673 0.00295 100226165.665026

104.8659 0.00052 91795474.84790328.44733 -0.00740 92069917.60024499.93619 0.00172 224223109.07281478.95947 0.01150 48144667.42798370.97575 0.00551 46885879.20142832.95514 0.02213 416723005.292175

270.63933 0.00465 342948249.80231446.02016 0.00319 62456335.91531146.64866 0.00406 71937004.26915973.52995 0.00852 31626475.983324

138.63822 0.00214 113051632.73936264.07953 0.00658 94890736.93614188.72381 0.00331 374548971.275473

123.28062 0.00576 277874615.4093570.31768 0.03509 113756482.613442142.4159 0.00447 181117847.02874752.54319 0.00715 432948079.764334

384.89527 0.00793 111120000052.80179 0.00563 278921695.06972837.53106 0.00465 320128879.49035971.0861 0.00348 506832011.231485

328.46287 0.00366 916740088.252332103.18903 0.01131 534422770.776273136.97416 0.00965 445375334.39648794.29271 0.00578 392160266.20390326.70364 0.15155 224394721.37023

194.56535 0.02660 374567192.92076762.70702 0.00451 75306294.16462672.39145 -0.00876 133626216.724118

Luas peta Debit DebitLp

m2 lt/dt m3/dt

12017037280.1442

43.4776388889 0.0434776389 76.272952.1536990067 0.002153699 158.72834.2442757141 0.0042442757 51.115941.4051774344 0.0014051774 119.14950.2970014125 0.0002970014 27.81662

13.1144326352 0.0131144326 13.47154

0.7496116115 0.0007496116 78.000211.83650588 0.0018365059 188.7060.36261826 0.0003626183 32.76744

0.3321160213 0.000332116 104.86590.3331089551 0.000333109 28.448110.8112391922 0.0008112392 99.936340.1741874032 0.0001741874 78.964690.1696331075 0.0001696331 70.976831.5077038026 0.0015077038 32.963211.2407867427 0.0012407867 270.64230.2259670188 0.000225967 46.020390.2602680762 0.0002602681 46.649040.1144245878 0.0001144246 73.532620.409020799 0.0004090208 138.63850.3433146793 0.0003433147 64.080921.3551181507 0.0013551182 88.72431.0053503382 0.0010053503 123.28270.4115709458 0.0004115709 70.360960.6552843573 0.0006552844 142.41731.5664061209 0.0015664061 52.544534.0203215187 0.0040203215 384.90741.0091386723 0.0010091387 52.802631.1582262626 0.0011582263 37.531471.8337181795 0.0018337182 71.086533.3167655722 0.0033167656 328.46511.9335415456 0.0019335415 103.19561.6113679272 0.0016113679 136.98051.4188358144 0.0014188358 94.294290.8118600855 0.0008118601 27.008541.3551840766 0.0013551841 194.63420.2724581668 0.0002724582 62.707660.4834596423 0.0004834596 72.39423

0 00 00 00 00 00 0

S hidrolik V A D2D D

m cm

0.0198703 120 0.3 0.144925463 0.184525 0.4295635 42.956350.0130908 120 0.3 0.0071789967 0.009141 0.0956064 9.560639

-0.0054283 120 0.3 0.0141475857 0.018013 0.1342135 13.421350.0126773 120 0.3 0.0046839248 0.005964 0.0772254 7.7225370.0078374 120 0.3 0.0009900047 0.001261 0.0355037 3.5503710.0110959 120 0.3 0.0437147755 0.055659 0.2359224 23.59224

0.0068006 120 0.3 0.0024987054 0.003181 0.0564043 5.6404350.0050259 120 0.3 0.0061216863 0.007794 0.0882857 8.8285750.0029476 120 0.3 0.0012087275 0.001539 0.0392301 3.9230090.0005211 120 0.3 0.0011070534 0.00141 0.0375439 3.75439

-0.0074001 120 0.3 0.0011103632 0.001414 0.0376 3.7599980.001717 120 0.3 0.0027041306 0.003443 0.0586771 5.867713

0.0114977 120 0.3 0.0005806247 0.000739 0.0271896 2.718960.0055072 120 0.3 0.0005654437 0.00072 0.0268318 2.683180.0221292 120 0.3 0.0050256793 0.006399 0.0799931 7.999309

0.004649 120 0.3 0.0041359558 0.005266 0.0725676 7.2567640.0031943 120 0.3 0.0007532234 0.000959 0.0309683 3.0968270.0040571 120 0.3 0.0008675603 0.001105 0.0332357 3.323570.0085188 120 0.3 0.0003814153 0.000486 0.0220371 2.2037080.0021438 120 0.3 0.0013634027 0.001736 0.0416646 4.1664590.0065749 120 0.3 0.0011443823 0.001457 0.0381716 3.8171620.0033094 120 0.3 0.0045170605 0.005751 0.0758373 7.5837330.0057571 120 0.3 0.0033511678 0.004267 0.065321 6.5321050.0350695 120 0.3 0.0013719032 0.001747 0.0417943 4.1794270.0044699 120 0.3 0.0021842812 0.002781 0.0527363 5.2736260.0071509 120 0.3 0.0052213537 0.006648 0.0815355 8.1535480.0079255 120 0.3 0.0134010717 0.017063 0.1306246 13.062460.0056332 120 0.3 0.0033637956 0.004283 0.065444 6.54440.0046531 120 0.3 0.0038607542 0.004916 0.0701118 7.011180.0034819 120 0.3 0.0061123939 0.007783 0.0882187 8.8218710.0036618 120 0.3 0.0110558852 0.014077 0.1186457 11.864570.0113139 120 0.3 0.0064451385 0.008206 0.0905881 9.0588110.0096461 120 0.3 0.0053712264 0.006839 0.0826974 8.2697390.0057805 120 0.3 0.0047294527 0.006022 0.0775998 7.759978

0.149836 120 0.3 0.0027062003 0.003446 0.0586996 5.8699580.0265922 120 0.3 0.0045172803 0.005752 0.0758392 7.5839170.0045127 120 0.3 0.0009081939 0.001156 0.0340051 3.400512

-0.0087571 120 0.3 0.0016115321 0.002052 0.0452975 4.529753#DIV/0! 120 0.3 0 0 0 0#DIV/0! 120 0.3 0 0 0 0#DIV/0! 120 0.3 0 0 0 0#DIV/0! 120 0.3 0 0 0 0#DIV/0! 120 0.3 0 0 0 0#DIV/0! 120 0.3 0 0 0 0

Jenis pipa (steel)

D D hf(m)

ELEVASIinch yg dipakai

16.91195 18 P1 208.8653.764031 4 P2 206.7885.283996 6 P3 207.0653.040369 4 P4 205.5551.397784 2 P5 205.3379.288284 10 P6 205.187

2.220644 4 P7 204.6573.475817 4 P8 203.7081.544492 2 P9 203.6121.478106 2 P10 203.5571.480314 2 P11 203.7672.310123 4 P12 203.5961.070457 2 P13 202.6881.05637 2 P14 202.985

3.149334 4 P15 201.5682.856994 4 P16 202.2971.219223 2 P17 202.2701.308492 2 P18 202.5640.867602 2 P19 200.5311.640338 2 P20 202.9981.50282 2 P21 203.644

2.985722 4 P22 204.0202.571695 4 P23 199.9731.645444 2 P24 200.1622.076231 4 P25 200.3093.210058 4 P26 198.6715.142699 6 P27 199.8742.576536 4 P28 200.1222.760307 4 P29 200.2963.473178 4 P30 200.5944.671089 6 P31 197.5043.566461 4 P32 196.1823.255803 4 P33 195.6373.05511 4 P34 195.572

2.311007 4 P35 194.7972.985794 4 P36 194.5141.338784 2 P37 195.1481.783367 2

000000

NOPIPA Panjang Salauran

LUAS AREA (mm2) LUAS AREA (m2)AWAL AKHIR L (mm) L(M)

1 P - 02 P P1 76257.9 76.25789 485,924,289,169,264 485924289.16933 P1 P2 158715 158.7147 595,273,369,346,877 595273369.34694 P2 P3 51115.2 51.11519 1,173,100,000,000,000 11731000005 P3 P4 119140 119.1399 388,385,147,267,186 388385147.26726 P4 P5 27815.8 27.81577 82,089,944,319,966 82089944.319977 P5 P6 13470.7 13.47071 146,572,384,244,672 146572384.24478 P6 P7 77998.4 77.99841 207,189,504,341,987 207189504.3429 P7 P8 188704 188.7037 507,602,520,009,369 507602520.0094

10 P8 P9 32767.3 32.7673 100,226,165,665,026 100226165.66511 P9 P10 104866 104.8659 91,795,474,847,903 91795474.847912 P10 P11 28447.3 28.44733 92,069,917,600,244 92069917.6002413 P11 P12 99936.2 99.93619 224,223,109,072,814 224223109.072814 P12 P13 78959.5 78.95947 48,144,667,427,983 48144667.4279815 P13 P16 70975.8 70.97575 46,885,879,201,428 46885879.2014316 P16 P15 32955.1 32.95514 416,723,005,292,175 416723005.292217 P15 P25 270639 270.6393 342,948,249,802,314 342948249.802318 P25 P24 46020.2 46.02016 62,456,335,915,311 62456335.9153119 P24 P23 46648.7 46.64866 71,937,004,269,159 71937004.2691620 P9 P14 73530 73.52995 31,626,475,983,324 31626475.9833221 P14 P13 138638 138.6382 113,051,632,739,362 113051632.739422 P14 P18 64079.5 64.07953 94,890,736,936,141 94890736.9361423 P18 P17 88723.8 88.72381 374,548,971,275,473 374548971.275524 P8 P20 123281 123.2806 277,874,615,409,350 277874615.409425 P20 P19 70317.7 70.31768 113,756,482,613,442 113756482.613426 P7 P22 142416 142.4159 181,117,847,028,747 181117847.028727 P22 P21 52543.2 52.54319 432,948,079,764,334 432948079.764328 P21 P30 384895 384.8953 1,111,200,000,000,000 111120000029 P30 P29 52801.8 52.80179 278,921,695,069,728 278921695.069730 P29 P28 37531.1 37.53106 320,128,879,490,359 320128879.490431 P28 P27 71086.1 71.0861 506,832,011,231,485 506832011.231532 P27 P26 328463 328.4629 916,740,088,252,332 916740088.252333 P26 P31 103189 103.189 534,422,770,776,273 534422770.776334 P31 P32 136974 136.9742 445,375,334,396,487 445375334.396535 P32 P33 94292.7 94.29271 392,160,266,203,903 392160266.203936 P33 P34 26703.6 26.70364 224,394,721,370,230 224394721.370237 P34 P35 194565 194.5654 374,567,192,920,767 374567192.920838 P35 P36 62707 62.70702 75,306,294,164,626 75306294.1646339 P36 P37 72391.5 72.39145 133,626,216,724,118 133626216.724140 JUMALAH 12017037280.14

Debit Debitlt/dt m3/dt

Luas4.044 1.758 0.0018 43.477644.954 2.154 0.0022 0.0434789.762 4.244 0.00423.232 1.405 0.00140.683 0.297 0.00031.220 13.114 0.01311.724 0.750 0.00074.224 1.837 0.00180.834 0.363 0.00040.764 0.332 0.00030.766 0.333 0.00031.866 0.811 0.00080.401 0.174 0.00020.390 0.170 0.00023.468 1.508 0.00152.854 1.241 0.00120.520 0.226 0.00020.599 0.260 0.00030.263 0.114 0.00010.941 0.409 0.00040.790 0.343 0.00033.117 1.355 0.00142.312 1.005 0.00100.947 0.412 0.00041.507 0.655 0.00073.603 1.566 0.00169.247 4.020 0.00402.321 1.009 0.00102.664 1.158 0.00124.218 1.834 0.00187.629 3.317 0.00334.447 1.934 0.00193.706 1.611 0.00163.263 1.419 0.00141.867 0.812 0.00083.117 1.355 0.00140.627 0.272 0.00031.112 0.483 0.0005100.000

distribusi saluran(%)

100area totalluas

Area Luas xDISTRIBUSI

100 ARE DISTRIBUSI

TOTAL Q xDEBIT

100area totalluas

Area Luas xDISTRIBUSI

100 ARE DISTRIBUSI

TOTAL Q xDEBIT

PANJANG SAL. PIPA DEBIT

MM M % l/dt1.2 275801.3 275.8013 21.2297 13121.45 1.30 0.567372.3 199311.7 199.3117 132.6895 82011.45 8.13 3.546193.4 81006.22 81.00622 93.2342 57625.30 5.72 2.491734.5 20985.56 20.98556 90.0879 55680.66 5.52 2.407645.6 126980.8 126.9808 49.6011 30656.97 3.04 1.325616.7 138009.5 138.0095 81.0610 50101.40 4.97 2.166397.8 147912.2 147.9122 41.3239 25541.08 2.53 1.10440

8. 10 130983.6 130.9836 60.1159 37155.86 3.69 1.606634.9 390492.3 390.4923 73.2222 45256.47 4.49 1.95690

9. 10 148435.5 148.4355 14.4354 8922.09 0.88 0.3857910.11 270188 270.188 100.5472 62145.24 6.16 2.6871711.12 136482 136.482 127.5090 78809.53 7.82 3.4077413.12 206321.4 206.3214 73.6943 45548.26 4.52 1.9695113.14 36849.81 36.84981 67.2401 41559.11 4.12 1.7970214.16 156237.7 156.2377 21.2069 13107.36 1.30 0.5667614.15 39288.56 39.28856 111.9241 69176.97 6.86 2.9912215.17 179102.1 179.1021 42.3465 26173.12 2.60 1.1317317.18 29346.85 29.34685 204.2821 126260.71 12.52 5.4595418.19 55555.72 55.55572 84.3717 52147.65 5.17 2.2548719. 20 181857.4 181.8574 141.1289 87227.59 8.65 3.77174

TOTAL 1631.252 1008228.3 100 43.59597

NAMA SALURAN

LUAS AREA DITRIBUSI PIPA SALURAN

CM2 M2

NOPIPA Panjang Salauran

cAWAL AKHIR L (mm) L(M)

1 P - - - - -2 P P1 76257.89 76.25789 0.04348 1203 P1 P2 158714.7 158.7147 0.00215 1204 P2 P3 51115.19 51.11519 0.00424 1205 P3 P4 119139.9 119.1399 0.00141 1206 P4 P5 27815.77 27.81577 0.00030 1207 P5 P6 13470.71 13.47071 0.01311 1208 P6 P7 77998.41 77.99841 0.00075 1209 P7 P8 188703.7 188.7037 0.00184 120

10 P8 P9 32767.3 32.7673 0.00036 12011 P9 P10 104865.9 104.8659 0.00033 12012 P10 P11 28447.33 28.44733 0.00033 12013 P11 P12 99936.19 99.93619 0.00081 12014 P12 P13 78959.47 78.95947 0.00017 12015 P13 P16 70975.75 70.97575 0.00017 12016 P16 P15 32955.14 32.95514 0.00151 12017 P15 P25 270639.3 270.6393 0.00124 12018 P25 P24 46020.16 46.02016 0.00023 12019 P24 P23 46648.66 46.64866 0.00026 12020 P9 P14 73529.95 73.52995 0.00011 12021 P14 P13 138638.2 138.6382 0.00041 12022 P14 P18 64079.53 64.07953 0.00034 12023 P18 P17 88723.81 88.72381 0.00136 12024 P8 P20 123280.6 123.2806 0.00101 12025 P20 P19 70317.68 70.31768 0.00041 12026 P7 P22 142415.9 142.4159 0.00066 12027 P22 P21 52543.19 52.54319 0.00157 12028 P21 P30 384895.3 384.8953 0.00402 12029 P30 P29 52801.79 52.80179 0.00101 12030 P29 P28 37531.06 37.53106 0.00116 12031 P28 P27 71086.1 71.0861 0.00183 12032 P27 P26 328462.9 328.4629 0.00332 12033 P26 P31 103189 103.189 0.00193 12034 P31 P32 136974.2 136.9742 0.00161 12035 P32 P33 94292.71 94.29271 0.00142 12036 P33 P34 26703.64 26.70364 0.00081 12037 P34 P35 194565.4 194.5654 0.00136 12038 P35 P36 62707.02 62.70702 0.00027 12039 P36 P37 72391.45 72.39145 0.00048 120

DEBIT m3/dt

D(m) vhf(m) hm(m)

- -0.429564 0.6 0.0213388023 0.0090.095606 0.6 0.2558811734 0.0090.134214 0.6 0.0554986163 0.0090.077225 0.6 0.2463494165 0.0090.035504 0.6 0.1422740778 0.0090.235922 0.6 0.0075789088 0.0090.056404 0.6 0.2325999462 0.0090.088286 0.6 0.3338285794 0.009

0.03923 0.6 0.149195622 0.0090.037544 0.6 0.5025593521 0.009

0.0376 0.6 0.1360940244 0.0090.058677 0.6 0.2846105338 0.009

0.02719 0.6 0.5511710946 0.0090.026832 0.6 0.5031499047 0.0090.079993 0.6 0.0654024792 0.0090.072568 0.6 0.6016911389 0.0090.030968 0.6 0.2760343217 0.0090.033236 0.6 0.2576839443 0.0090.022037 0.6 0.6556873917 0.0090.041665 0.6 0.5884682868 0.0090.038172 0.6 0.3012168789 0.0090.075837 0.6 0.1873765372 0.0090.065321 0.6 0.3098339798 0.0090.041794 0.6 0.2973935852 0.0090.052736 0.6 0.4593235676 0.0090.081535 0.6 0.1019813204 0.0090.130625 0.6 0.4313147574 0.0090.065444 0.6 0.1324131158 0.0090.070112 0.6 0.0868560228 0.0090.088219 0.6 0.1258671324 0.0090.118646 0.6 0.411741331 0.0090.090588 0.6 0.1771518696 0.0090.082697 0.6 0.2615053887 0.009

0.0776 0.6 0.1938761463 0.0090.0587 0.6 0.0760160009 0.009

0.075839 0.6 0.410892499 0.0090.034005 0.6 0.3372717014 0.0090.045298 0.6 0.2787475576 0.009

10.4478770068 0.34210.7898770068