LAMPIRAN
Lampiran 1 Peta Lokasi Desa Puri
Lampiran 2 Sumur bor air dangkal
Sumur Bor 1 Sumur Bor 2
Sumur Bor 3 Sumur Bor 4
Sumur Bor 5 Sumur Bor 6
Lampiran 3 Perhitungan Debit Andalan 2012
UnitJanuariFebruariMaretAprilMayJuneJulyAugustSeptemberOctoberNovemberDecember 1mm312218218120130440000204493 22114148520000717 3mm3,30623463,2003693,2383842,8982133,3898913,4170513,8863494,9934143095,426003014,88969923,779383763,60618408 4%303030303030303030303030 5-0,050,0650,0650,1550,190,2450,270,270,270,270,160,01 6mm-0,1653120,2080240,2104950,4492230,6440790,8371781,0493141,3482218631,465020811,32021880,60470140,03606184 7mm3,47154642,9923453,0278892,448992,7458112,5798742,8370353,6451924463,96098223,56948043,174682363,57012224 8mm30921521511712741-3-4-4-4201489 9mm31,221,821,7666711,9666712,966674,366667000020,449,2666667 10mm27719319310511437-3-4-4-4180440 11mmHg427343343255264187147146146146330590 12mm3122221213400002049 13mm12,488,728,7066674,7866675,1866671,74666700008,1619,7066667 14mm4,9923,4883,4826671,9146672,0746670,69866700003,2647,88266667 15mm6,30613333,99362,79042,7861331,5317331,6597330,55893300002,6112 16mm11,2981337,48166,2730674,70083,60642,35840,5589330003,26410,4938667 17mm-4,992-3,488-3,48267-1,91467-2,07467-0,698670000-3,264-7,8826667 18mm17,47212,20812,189336,7013337,2613332,445333000011,42427,5893333 19mm19131378300001230 20mm3625251415500002457 21m3/bln43430430345,630299,216657,618049,66078,4000028396,868579,2 22m3/dtk0,16215050,0121110,0113120,0064270,0067390,00234500000,010955560,02560454 23312931303130313130313031 PERHITUNGAN DEBIT ANDALAN 2012 Curah Hujan ( R ) Hari Hujan (n) Evapotranspirasi Lahan Terbuka dE/Eto = (m/20)*(18-n) dE Etl = Eto-De S = R-Etl Run Off Storm Soil Storage (IS) Water Surplus Infiltrasi (I), I=0,4 0,5*I*(1+k), k=0,8 k*V(n-1) Storage Volume (Vn)
Evapotranspirasi Terbatas Soil Masture = IS+SMC ; SMC=150
Uraian dVn = (k*V(n-1))-Vn Base Flow Direct Run Off Run Off Debit Debit Jumlah Hari
Water Balance Run Off and Water Storage
Lampiran 4 Perhitungan Debit Andalan 2013
UnitJanuariFebruariMaretAprilMayJuneJulyAugustSeptemberOctoberNovemberDecember 1mm557333365390309239108000150493 22013141411114000817 3mm3,3062353,2003693,2383842,8982133,3898913,4170513,8863494,9934145,4260034,8896993,7793843,606184 4%303030303030303030303030 5-0,030,070,0550,0650,10,110,2150,270,270,270,1450,01 6mm-0,099190,2240260,1781110,1883840,3389890,3758760,8355651,3482221,4650211,3202190,5480110,036062 7mm3,4054222,9763433,0602732,7098293,0509023,0411763,0507843,6451923,9609823,569483,2313733,570122 8mm554330362388306236105-4-4-4146489 9mm55,733,2666736,539,0333330,8666723,8666710,7666700014,9666749,26667 10mm49829632534927521294-4-4-4131440 11mmHg648446475499425362244146146146281590 12mm563337393124110001549 13mm22,2813,3066714,615,6133312,346679,5466674,3066670005,98666719,70667 14mm8,9125,3226675,846,2453334,9386673,8186671,7226670002,3946677,882667 15mm6,3061337,12964,2581334,6724,9962673,9509333,0549331,3781330001,915733 16mm15,2181312,4522710,0981310,917339,9349337,76964,77761,378133002,3946679,7984 17mm-8,912-5,32267-5,84-6,24533-4,93867-3,81867-1,72267000-2,39467-7,88267 18mm31,19218,6293320,4421,8586717,2853313,365336,0293330008,38133327,58933 19mm3320222319146000930 20mm/bln653942453628120001757 21m3/bln77534,446307,25080854334,442966,433222,414987,200020833,668579,2 22m3/dtk0,0289480,0191420,018970,0209620,0160420,0128170,0055960000,0080380,025605 23312831303130313130313031 PERHITUNGAN DEBIT ANDALAN 2013 Curah Hujan ( R ) Hari Hujan (n) Evapotranspirasi Lahan Terbuka S = R-Etl Run Off Storm Soil Storage (IS) Soil Masture = IS+SMC ; SMC=150 Water Surplus Infiltrasi (I), I=0,4 0,5*I*(1+k), k=0,8 k*V(n-1) Storage Volume (Vn) dVn = (k*V(n-1))-Vn
Uraian Evapotranspirasi Terbatas dE/Eto = (m/20)*(18-n) Debit Jumlah Hari
dE Etl = Eto-De Base Flow Direct Run Off Run Off Debit (x1000)
Water Balance Run Off and Water Storage
Lampiran 5 Perhitungan Debit Andalan 2014
UnitJanuariFebruariMaretAprilMayJuneJulyAugustSeptemberOctoberNovemberDecember 1mm32131424619278213760053229 212141310611000314 3mm3,3062353,2003693,2383842,8982133,3898913,4170513,8863494,9934145,4260034,8896993,7793843,606184 4%303030303030303030303030 50,0850,0650,0750,1150,180,2550,250,2650,270,270,220,065 6mm0,281030,2080240,2428790,3332940,610180,8713480,9715871,3232551,4650211,3202190,8314640,234402 7mm3,0252052,9923452,9955052,5649182,779712,5457032,9147623,670163,9609823,569482,9479193,371782 8mm3183112431907619342-4-450226 9mm32,131,424,5666719,233337,8333332,1333333,6666670,6005,322,93333 10mm2862802181716817302-4-445203 11mmHg436430368321218167180152146146195353 12mm32312519824100523 13mm12,8412,569,8266677,6933333,1333330,8533331,4666670,24002,129,173333 14mm5,1365,0243,9306673,0773331,2533330,3413330,5866670,096000,8483,669333 15mm2,9354674,10884,01923,1445332,4618671,0026670,2730670,4693330,0768000,6784 16mm8,0714679,13287,9498676,2218673,71521,3440,8597330,5653330,076800,8484,347733 17mm-5,136-5,024-3,93067-3,07733-1,25333-0,34133-0,58667-0,09600-0,848-3,66933 18mm17,97617,58413,7573310,770674,3866671,1946672,0533330,336002,96812,84267 19mm19191512512000314 20mm/bln37362822924100627 21m3/bln44683,243708,834196,826772,8109042969,65104835,2007377,631923,2 22m3/dtk0,0166830,0180670,0127680,0103290,0040710,0011460,0019060,000312000,0028460,011919 23312831303130313130313031 PERHITUNGAN DEBIT ANDALAN 2014 Curah Hujan ( R ) Hari Hujan (n) Evapotranspirasi Lahan Terbuka S = R-Etl Run Off Storm Soil Storage (IS) Soil Masture = IS+SMC ; SMC=150 Water Surplus Infiltrasi (I), I=0,4 0,5*I*(1+k), k=0,8 k*V(n-1) Storage Volume (Vn) dVn = (k*V(n-1))-Vn Base Flow
Uraian Evapotranspirasi Terbatas dE/Eto = (m/20)*(18-n) dE Etl = Eto-De Run Off and Water Storage
Water Balance Direct Run Off Run Off Debit (x1000) Debit Jumlah Hari
Lampiran 6 Perhitungan Debit Andalan 2015
UnitJanuariFebruariMaretAprilMayJuneJulyAugustSeptemberOctoberNovemberDecember 1mm241420319307640000036204 212171712200000211 3mm3,30623463,2003693,2383842,8982133,3898913,4170513,8863494,9934143095,426003014,88969923,779383763,60618408 4%303030303030303030303030 50,090,010,010,0950,240,270,270,270,270,270,2350,11 6mm0,29756110,0320040,0323840,275330,8135740,9226041,0493141,3482218631,465020811,32021880,888155180,39668025 7mm3,00867353,1683663,2062,6228832,5763172,4944472,8370353,6451924463,96098223,56948042,891228583,20950384 8mm23841731530561-2-3-4-4-433201 9mm24,06666742,0333331,8666730,733336,366667000003,5666666720,4 10mm21437528427455-2-3-4-4-429180 11mmHg364525434424205148147146146146179330 12mm24423231600000420 13mm9,626666716,8133312,7466712,293332,546667000001,426666678,16 14mm3,85066676,7253335,0986674,9173331,018667000000,570666673,264 15mm2,61123,0805335,3802674,0789333,9338670,814933000000,45653333 16mm6,46186679,80586710,478938,9962674,9525330,81493300000,570666673,72053333 17mm-3,850667-6,72533-5,09867-4,91733-1,0186700000-0,5706667-3,264 18mm13,47733323,5386717,8453317,210673,565333000001,9973333311,424 19mm14251918400000212 20mm/bln28493736700000424 21m3/bln33500,858510,444358,442780,88862,4000004964,828396,8 22m3/dtk0,01250780,0241860,0165620,0165050,003309000000,001915430,01060215 23312831303130313130313031
PERHITUNGAN DEBIT ANDALAN 2015 Direct Run Off Run Off Debit (x1000) Debit Jumlah Hari
0,5*1*(1+k), k=0,8 k*V(n-1) Storage Volume (Vn) dVn = (k*V(n-1))-Vn Base Flow S = R-Etl Run Off Storm Soil Storage (IS) Water Surplus Infiltrasi (I), I=0,4
Evapotranspirasi Lahan Terbuka dE/Eto = (m/20)*(18-n) dE Etl = Eto-De Soil Masture = IS+SMC= 150
Evapotranspirasi Terbatas
Curah Hujan ( R ) Water Balance
Uraian Run Off and Water Storage
Hari Hujan (n)
Lampiran 7 Perhitungan Debit Andalan 2016
UnitJanuariFebruariMaretAprilMayJuneJulyAugustSeptemberOctoberNovemberDecember 1mm470652335106158174893539306226364 219191567852191015 3mm3,3062353,2003693,2383842,8982133,3898913,4170513,8863494,9934145,4260034,8896993,7793843,606184 4%303030303030303030303030 5-0,01-0,020,0450,1750,160,1550,20,2450,250,130,1150,04 6mm-0,03306-0,064010,1457270,5071870,5423820,5296430,777271,2233871,3565010,6356610,4346290,144247 7mm3,3392973,2643773,0926562,3910262,8475082,8874083,1090793,7700284,0695024,2540383,3447553,461937 8mm466649332104155171863135302222361 9mm46,9666765,233,510,615,8333317,48,93,4666673,93333330,6166722,5666736,43333 10mm41958429893140154772731271200324 11mmHg569734448243290304227177181421350474 12mm476534111617934312336 13mm18,7866726,0813,44,246,3333336,963,561,3866671,57333312,246679,02666714,57333 14mm7,51466710,4325,361,6962,5333332,7841,4240,5546670,6293334,8986673,6106675,829333 15mm4,6634676,0117338,34564,2881,35682,0266672,22721,13920,4437330,5034673,9189332,888533 16mm12,1781316,4437313,70565,9843,8901334,8106673,65121,6938671,0730675,4021337,52968,717867 17mm-7,51467-10,432-5,36-1,696-2,53333-2,784-1,424-0,55467-0,62933-4,89867-3,61067-5,82933 18mm26,3013336,51218,765,9368,8666679,7444,9841,9413332,20266717,1453312,6373320,40267 19mm28392061010522181422 20mm/bln5476391218201045362642 21m3/bln65377,690758,44663214755,22204024220,812388,84825,65475,242618,431412,850715,2 22m3/dtk0,0244090,0362220,017410,0056930,0082290,0093440,0046250,0018020,0021120,0159120,0121190,018935 23312931303130313130313031
PERHITUNGAN DEBIT ANDALAN 2016 Jumlah Hari
S = R-Etl Run Off Storm Soil Storage (IS) Soil Masture = IS+SMC ; SMC=150 Water Surplus Uraian Evapotranspirasi Terbatas
Curah Hujan ( R ) Hari Hujan (n) Evapotranspirasi Lahan Terbuka dE Etl = Eto-De
dE/Eto = (m/20)*(18-n) Water Balance Run Off and Water Storage Base Flow Direct Run Off Run Off Debit (x1000) Debit
Infiltrasi (I), I=0,4 0,5*I*(1+k), k=0,8 k*V(n-1) Storage Volume (Vn) dVn = (k*V(n-1))-Vn
Lampiran 8 Perhitungan Debit Andalan 2017
UnitJanuariFebruariMaretAprilMayJuneJulyAugustSeptemberOctoberNovemberDecember 1mm461646539366155320455368414 2221818161020121616 3mm3,3062353,2003693,2383842,8982133,3898913,4170513,8863494,9934145,4260034,8896993,77938383,6061841 4%303030303030303030303030 5-0,06500,0050,030,250,2650,240,270,260,2350,0350,025 6mm-0,2149100,0161920,0869460,8474730,9055190,9327241,3482221,4107611,1490790,13227840,0901546 7mm3,521143,2003693,2221922,8112672,5424182,5115332,9536253,6451924,0152423,740623,64710533,5160295 8mm45764353536312229-4051365411 9mm46,0666764,6333353,8666736,566671,50,4666673,23333300,45,46666736,83333341,433333 10mm41157848232611226-4045328369 11mmHg561728632476161152176146150195478519 12mm466554372030053741 13mm18,4266725,8533321,5466714,626670,60,1866671,29333300,162,18666714,73333316,573333 14mm7,37066710,341338,6186675,8506670,240,0746670,51733300,0640,8746675,89333336,6293333 15mm5,3034675,8965338,2730676,8949334,6805330,1920,0597330,41386700,05120,69973334,7146667 16mm12,6741316,2378716,8917312,74564,9205330,2666670,5770670,4138670,0640,9258676,593066711,344 17mm-7,37067-10,3413-8,61867-5,85067-0,24-0,07467-0,517330-0,064-0,87467-5,893333-6,629333 18mm25,7973336,1946730,1653320,477330,840,2613331,81066700,2243,06133320,62666723,202667 19mm283932221020032225 20mm/bln537562422140064348 21m3/bln64124,889969,674982,450900,82088649,64500,80556,87609,65127257675,2 22m3/dtk0,0239410,037190,0279950,0196380,000780,0002510,0016800,0002150,0028410,01978090,0215335 23312831303130313130313031
PERHITUNGAN DEBIT ANDALAN 2017 Jumlah Hari
Base Flow Direct Run Off Run Off Debit (x1000) Debit Infiltrasi (I), I=0,4 0,5*I*(1+k), k=0,8 k*V(n-1) Storage Volume (Vn) dVn = (k*V(n-1))-Vn
Uraian Evapotranspirasi Terbatas Run Off and Water Storage
Water Balance
dE/Eto = (m/20)*(18-n) dE Etl = Eto-De Run Off Storm Soil Storage (IS) Soil Masture = IS+SMC ; SMC=150 Water Surplus
Curah Hujan ( R ) Hari Hujan (n) Evapotranspirasi Lahan Terbuka S = R-Etl
Lampiran 9 Perhitungan Debit Andalan 2018
UnitJanuariFebruariMaretAprilMayJuneJulyAugustSeptemberOctoberNovemberDecember 1mm312673355173191300240200356 21424147110010811 3mm3,30623463,2003693,2383842,8982133,3898913,4170513,8863494,9934143095,426003014,88969923,779383763,60618408 4%303030303030303030303030 50,065-0,0850,0550,1650,260,2550,270,270,2550,270,150,1 6mm0,2149053-0,272030,1781110,4782050,8813720,8713481,0493141,3482218631,383630771,32021880,566907560,36061841 7mm3,09132943,4724013,0602732,4200082,5085192,5457032,8370353,6451924464,042372253,56948043,212476193,24556568 8mm3096693521711610-3-420-4197353 9mm31,23333367,2666735,5333317,31,91,266667002,402035,6333333 10mm278602317153159-3-418-4177317 11mmHg428752467303165159147146168146327467 12mm316736172100202036 13mm12,49333326,9066714,213336,920,760,506667000,960814,2533333 14mm4,997333310,762675,6853332,7680,3040,202667000,38403,25,70133333 15mm4,56106673,9978678,6101334,5482672,21440,24320,162133000,307202,56 16mm9,558414,7605314,295477,3162672,51840,4458670,16213300,3840,30723,28,26133333 17mm-4,997333-10,7627-5,68533-2,768-0,304-0,2026700-0,3840-3,2-5,7013333 18mm17,49066737,6693319,898679,6881,0640,709333001,344011,219,9546667 19mm194021101100101221 20mm/bln367841202100302341 21m3/bln43476,893635,249462,424081,62644,81763,2003340,802784049601,6 22m3/dtk0,01623240,0387050,0184670,0092910,0009870,00068000,0012888900,010740740,01851912 23312831303130313130313031
dVn = (k*V(n-1))-Vn Base Flow Direct Run Off Run Off Debit (x1000) Water Surplus Infiltrasi (I), I=0,4 0,5*I*(1+k), k=0,8 k*V(n-1) Storage Volume (Vn)
dE Etl = Eto-De
PERHITUNGAN DEBIT ANDALAN 2018 Soil Masture = IS+SMC ; SMC=150 Debit Jumlah Hari
S = R-Etl Run Off Storm Soil Storage (IS) Curah Hujan ( R ) Hari Hujan (n) Evapotranspirasi Lahan Terbuka dE/Eto = (m/20)*(18-n) Water Balance
Uraian Evapotranspirasi Terbatas Run Off and Water Storage
Lampiran 10 Perhitungan Debit Andalan 2019
UnitJanuariFebruariMaretAprilMayJuneJulyAugustSeptemberOctoberNovemberDecember 1mm516371318246201400045344 220151511100000310 3mm3,3062353,2003693,2383842,8982133,3898913,4170513,8863494,9934145,4260034,8896993,779383763,6061841 4%303030303030303030303030 5-0,030,040,0450,1050,260,270,2650,270,270,270,2250,115 6mm-0,099190,1280150,1457270,3043120,8813720,9226041,0298821,3482221,4650211,3202190,850361350,4147112 7mm3,4054223,0723543,0926562,5939012,5085192,4944472,8564663,6451923,9609823,569482,929022413,1914729 8mm513368315243-1-211-4-4-442340 9mm51,637,1333331,8333324,566670,201,3666670004,5333333334,366667 10mm461331283219-1-29-4-4-438306 11mmHg611481433369149148159146146146188456 12mm52373225001000534 13mm20,6414,8533312,733339,8266670,0800,5466670001,8133333313,746667 14mm8,2565,9413335,0933333,9306670,03200,2186670000,725333335,4986667 15mm4,3989336,60484,7530674,0746673,1445330,025600,1749330000,5802667 16mm12,6549312,546139,84648,0053333,1765330,02560,2186670,174933000,725333336,0789333 17mm-8,256-5,94133-5,09333-3,93067-0,0320-0,21867000-0,7253333-5,498667 18mm28,89620,7946717,8266713,757330,11200,7653330002,5386666719,245333 19mm31221915001000321 20mm/bln60433728002000540 21m3/bln71827,251689,64431234196,8278,401902,40006310,447838,4 22m3/dtk0,0268170,0213660,0165440,0131930,00010400,000710000,002434570,0178608 23312831303130313130313031
PERHITUNGAN DEBIT ANDALAN 2019 Jumlah Hari
Base Flow Direct Run Off Run Off Debit (x1000) Debit Infiltrasi (I), I=0,4 0,5*I*(1+k), k=0,8 k*V(n-1) dVn = (k*V(n-1))-Vn
S = R-Etl Run Off Storm Soil Storage (IS) Soil Masture = IS+SMC ; SMC=150 Water Surplus Curah Hujan ( R ) Hari Hujan (n) Evapotranspirasi Lahan Terbuka
Uraian Evapotranspirasi Terbatas dE/Eto = (m/20)*(18-n) dE Etl = Eto-De Run Off and Water Storage
Water Balance Storage Volume (Vn)
Lampiran 11 Perhitungan Debit Andalan 2020
UnitJanuariFebruariMaretAprilMayJuneJulyAugustSeptemberOctoberNovemberDecember 1mm52961416738152370073128262 218221115311003412 3mm3,3062353,2003693,2383842,8982133,3898913,4170513,8863494,9934145,4260034,8896993,77938383,6061841 4%303030303030303030303030 50,005-0,0550,110,040,220,260,260,270,270,220,2050,085 6mm0,016531-0,176020,3562220,1159290,7457760,8884331,0104511,3482221,4650211,0757340,77477370,3065256 7mm3,2897033,376392,8821612,7822842,6441152,5286182,8758983,6451923,9609823,8139653,00461013,2996584 8mm5266101643785014-4-469125258 9mm52,8833361,3666716,7333338,15,2333330,3333330,7007,26666712,826,166667 10mm4735491483404403-4-462112232 11mmHg623699298490194150153146146212262382 12mm536117385010071326 13mm21,1533324,546676,69333315,242,0933330,1333330,28002,9066675,1210,466667 14mm8,4613339,8186672,6773336,0960,8373330,0533330,112001,1626672,0484,1866667 15mm3,3493336,7690677,8549332,1418674,87680,6698670,0426670,0896000,93013331,6384 16mm11,8106716,5877310,532278,2378675,7141330,72320,1546670,089601,1626672,97813335,8250667 17mm-8,46133-9,81867-2,67733-6,096-0,83733-0,05333-0,11200-1,16267-2,048-4,186667 18mm29,6146734,365339,37066721,3362,9306670,1866670,392004,0693337,16814,653333 19mm32371023300004816 20mm/bln617119446010081530 21m3/bln73613,685422,423292,853035,27284,8464974,40010115,217817,636424 22m3/dtk0,0274840,0340930,0086970,0204610,002720,0001790,000364000,0037770,00687410,0135992 23312931303130313130313031
PERHITUNGAN DEBIT ANDALAN 2020 Jumlah Hari
Base Flow Direct Run Off Run Off Debit (x1000) Debit Infiltrasi (I), I=0,4 0,5*I*(1+k), k=0,8 k*V(n-1) Storage Volume (Vn) dVn = (k*V(n-1))-Vn
Curah Hujan ( R ) Hari Hujan (n) Evapotranspirasi Lahan Terbuka dE/Eto = (m/20)*(18-n) dE Etl = Eto-De S = R-Etl Run Off Storm Soil Storage (IS) Soil Masture = IS+SMC ; SMC=150 Water Surplus Run Off and Water Storage
Water Balance
Uraian Evapotranspirasi Terbatas
Lampiran 12 Perhitungan Debit Andalan 2021
UnitJanuariFebruariMaretAprilMayJuneJulyAugustSeptemberOctoberNovemberDecember 1mm413358112121231590168112124287 215191471800331014 3mm3,30623463,2003693,2383842,8982133,3898913,4170513,8863494,9934143095,426003014,88969923,779383763,60618408 4%303030303030303030303030 50,04-0,0150,060,1650,260,1550,270,2650,2250,2250,120,055 6mm0,1322494-0,048010,1943030,4782050,8813720,5296431,0493141,3232547921,220850681,10018230,453526050,19834012 7mm3,17398533,2483753,0440812,4200082,5085192,8874082,8370353,6701595174,205152343,78951683,325857713,40784396 8mm41035410911920156-3-264109121284 9mm41,33333335,7666711,2333312,133332,315,8666700,1333333336,811,23333312,428,7 10mm3693199810718140-3-25797108255 11mmHg519469248257168290147148207247258405 12mm41361112216007111229 13mm16,53333314,306674,4933334,8533330,926,34666700,0533333332,724,49333334,9611,48 14mm6,61333335,7226671,7973331,9413330,3682,53866700,0213333331,0881,79733331,9844,592 15mm3,67365,2906674,5781331,4378671,5530670,29442,03093300,017066670,87041,437866671,5872 16mm10,28693311,013336,3754673,37921,9210672,8330672,0309330,0213333331,105066672,66773333,421866676,1792 17mm-6,613333-5,72267-1,79733-1,94133-0,368-2,538670-0,021333333-1,088-1,797333-1,984-4,592 18mm23,14666720,029336,2906676,7946671,2888,88533300,0746666673,8086,29066676,94416,072 19mm2521771100047717 20mm/bln48411314318008131433 21m3/bln5753649787,215636,816889,63201,622086,40185,69465,615636,817260,839950,4 22m3/dtk0,02148150,020580,0058380,0065160,0011950,00852106,92951E-050,003651850,00583810,006659260,01491577 23312831303130313130313031
Run Off Debit (x1000) Debit
Curah Hujan ( R ) Hari Hujan (n) Evapotranspirasi Jumlah Hari
PERHITUNGAN DEBIT ANDALAN 2021 Soil Masture = IS+SMC ; SMC=150 k*V(n-1) Storage Volume (Vn) dVn = (k*V(n-1))-Vn Base Flow Direct Run Off
Run Off Storm Soil Storage (IS) Water Surplus Infiltrasi (I), I=0,4 0,5*I*(1+k), k=0,8 Lahan Terbuka dE/Eto = (m/20)*(18-n) dE Etl = Eto-De S = R-Etl
Uraian Evapotranspirasi Terbatas Water Balance Run Off and Water Storage
Lampiran 13 Analisis Kebutuhan Air Tanaman X1
121212121212121212121212 1Pola Tatatanam 2Kof.Tanaman (K) k10,80,931,321,41,350,931,120,50,590,931,051,020,50,590,931,051,02 k20,80,931,321,41,350,931,120,50,590,931,051,020,50,590,931,051,02 3Kof.Rerata Tanaman000,40,8651,1251,361,3751,141,0250,560,250,5450,760,991,0350,5100,250,5450,760,991,0350,510 4Evapotranspirasi Potensial (Eto)mm/hr4,894,893,783,783,613,613,313,313,23,23,243,242,92,93,393,393,423,423,893,894,994,995,435,43 5Kebutuhan Air Bagi Tanaman (ET)mm/hr0,0000,0001,5123,2704,0614,9104,551253,7733,2801,7920,8101,7662,2042,8713,5091,7290,0000,8552,1202,9564,9405,1652,7690,000 M10,75810,7588,3168,3167,9427,9427,2827,2827,0407,0407,1287,1286,3806,3807,4587,4587,5247,5248,5588,55810,97810,97811,94611,946 S250250250250250250250250250250250250250250250250250250250250250250250250 6Keb. Air untuk penyiapan lahan (Pd)mm/hr14,83912,57110,71410,714 7Ratio Penyiapan Lahan0,3330,3330,3330,333 8Keb. Air untuk penyiapan lahan dgn ratiomm/hr4,9464,1903,5713,571 9Perkolasi (P)mm/hr222222222222222222222222 10PENGGANTIAN LAPISAN GEANGAN (WLR)mm/hr 11WLR13,3333,333 12WLR23,3333333,333 13WLR33,3333,333 14Rerata WLR1,1111,1111112,2221,1111,111 15Ratio Luas Tanaman0,6670,6670,6670,6671,0001,00011,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,000 16 Keb. Air untuk (Etc + P + WLR)1,3331,3332,3413,5137,1728,0218,7736,8856,3913,7922,8103,7664,2044,8715,5093,7292,0002,8554,1204,9566,9407,1654,7692,000 17R efektif padi dan palawijamm/hr1,091,095,55,57,287,2807,417,415,315,313,653,650,970,970,280,1700,1700,0000,0000,000 18Keb. Air Irigasi (NFR)Lt/dt/ha0,7270,6390,8100,9461,4661,5641,8573871,6391,5971,2960,9391,0500,9090,9860,7500,5440,2310,3630,4960,5930,8030,8290,5520,231 19Efisiensi Irigasi0,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,364 20Keb. Air Irigasi di Intake (DR)Lt/dt/ha1,9961,7562,2262,5984,0284,2985,1027114,5024,3873,5612,5812,8852,4962,7082,0591,4940,6360,9961,3641,6292,2062,2771,5160,636 JanuariFebruari NoUraianSatuanAgustusSeptemberMaret AprilMeiJuniJuliOktober NovemberDesember
LP PA DI PA LA W IJA
LPLP LPLPPA LA W IJA JA GU NG JA GU NG
Lampiran 14 Analisis Kebutuhan Air Tanaman X2
Oktober Oktober 212121212121212121212121 1Pola Tatatanam 2Kof.Tanaman (K) k10,80,931,321,41,350,931,120,50,590,931,051,020,50,590,931,051,02 k20,80,931,321,41,350,931,120,50,590,931,051,020,50,590,931,051,02 3Kof.Rerata Tanaman000,40,8651,1251,361,3751,141,0250,560,250,5450,760,991,0350,5100,250,5450,760,991,0350,510 4Evapotranspirasi Potensial (Eto)mm/hr4,893,783,783,613,613,313,313,23,23,243,242,92,93,393,393,423,423,893,894,994,995,435,434,89 5Kebutuhan Air Bagi Tanaman (ET)mm/hr0,0000,0001,5123,122654,0614,5024,551253,6483,2801,8140,8101,5812,2043,3563,5091,7440,0000,9732,1203,7924,9405,6202,7690,000 M10,7588,3168,3167,9427,9427,2827,2827,0407,0407,1287,1286,3806,3807,4587,4587,5247,5248,5588,55810,97810,97811,94611,94610,758 S250250250250250250250250250250250250250250250250250250250250250250250250 6Keb. Air untuk penyiapan lahan (Pd)mm/hr14,83910,71410,71410,44195 7Ratio Penyiapan Lahan0,3330,3330,3330,333333 8Keb. Air untuk penyiapan lahan dgn ratiomm/hr4,9463,5713,5713,480651 9Perkolasi (P)mm/hr222222222222222222222222 10PENGGANTIAN LAPISAN GEANGAN (WLR)mm/hr 11WLR13,3333,333 12WLR23,3333333,333 13WLR33,3333,333 14Rerata WLR1,1111,1111112,2221,1111,111 15Ratio Luas Tanaman0,6670,6670,6670,6666671,0001,00011,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,000 16 Keb. Air untuk (Etc + P + WLR)1,3331,3332,3413,41517,1727,6138,7736,7596,3913,8142,8103,5814,2045,3565,5093,7442,0002,9734,1205,7926,9407,6204,7692,000 17R efektif padi dan palawijamm/hr1,091,095,55,57,287,2807,417,415,315,313,653,650,970,970,280,1700,1700,0000,0000,000 18Keb. Air Irigasi (NFR)mm/dt/ha0,7270,5670,8100,9239511,4661,5171,8573871,6241,5971,2990,9391,0290,9091,0420,7500,5450,2310,3760,4960,6900,8030,8820,5520,231 19Efisiensi Irigasi0,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,364 20Keb. Air Irigasi di Intake (DR)mm/dt/ha1,9961,5592,2262,5383284,0284,1685,1027114,4624,3873,5682,5812,8262,4962,8632,0591,4980,6361,0341,3641,8952,2062,4221,5160,636 SeptemberMaret AprilMeiJuniJuliAgustusNovemberDesemberJanuariFebruari NoUraianSatuan
LP PA DI PA LA W IJA
LPLP LPLPPA LA W IJA JA GU NG JA GU NG
Lampiran 15 Analisis Kebutuhan Air Tanaman X3
121212121212121212121212 1Pola Tatatanam 2Kof.Tanaman (K) k10,80,931,321,41,350,931,120,50,590,931,051,020,50,590,931,051,02 k20,80,931,321,41,350,931,120,50,590,931,051,020,50,590,931,051,02 3Kof.Rerata Tanaman000,40,8651,1251,361,3751,141,0250,560,250,5450,760,991,0350,5100,250,5450,760,991,0350,510 4Evapotranspirasi Potensial (Eto)mm/hr3,783,783,613,613,313,313,23,23,243,242,92,93,393,393,423,423,893,894,994,995,435,434,894,89 5Kebutuhan Air Bagi Tanaman (ET)mm/hr0,0000,0001,4443,122653,7244,5024,43,6483,3211,8140,7251,5812,5763,3563,5401,7440,0000,9732,7203,7925,3765,6202,4940,000 M8,3168,3167,9427,9427,2827,2827,047,0407,1287,1286,3806,3807,4587,4587,5247,5248,5588,55810,97810,97811,94611,94610,75810,758 S250250250250250250250250250250250250250250250250250250250250250250250250 6Keb. Air untuk penyiapan lahan (Pd)mm/hr13,17210,71410,44210,44195 7Ratio Penyiapan Lahan0,3330,3330,3330,333333 8Keb. Air untuk penyiapan lahan dgn ratiomm/hr4,3913,5713,4813,480651 9Perkolasi (P)mm/hr222222222222222222222222 10PENGGANTIAN LAPISAN GEANGAN (WLR)mm/hr 11WLR13,3333,333 12WLR23,3333333,333 13WLR33,3333,333 14Rerata WLR1,1111,1111112,2221,1111,111 15Ratio Luas Tanaman0,6670,6670,6670,6666671,0001,00011,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,000 16 Keb. Air untuk (Etc + P + WLR)1,3331,3332,2963,41516,8357,6138,6226,7596,4323,8142,7253,5814,5765,3565,5403,7442,0002,9734,7205,7927,3767,6204,4942,000 17R efektif padi dan palawijamm/hr1,091,095,55,57,287,2807,417,415,315,313,653,650,970,970,280,1700,1700,0000,0000,000 18Keb. Air Irigasi (NFR)mm/dt/ha0,6620,5670,7940,9239511,4271,5171,8398871,6241,6021,2990,9301,0290,9521,0420,7530,5450,2310,3760,5660,6900,8530,8820,5200,231 19Efisiensi Irigasi0,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,364 20Keb. Air Irigasi di Intake (DR)mm/dt/ha1,8191,5592,1832,5383283,9214,1685,0546354,4624,4003,5682,5542,8262,6152,8632,0691,4980,6361,0341,5541,8952,3442,4221,4280,636 OctoberAgustusSeptember NoUraianSatuanNovemberDesemberJanuariFebruariMaret AprilMeiJuniJuli
LP PA DI PA LA W IJA
LPLP LPLPPA LA W IJA JA GU NG JA GU NG
Lampiran 16 Analisis Kebutuhan Air Tanaman X4
NovemberNovember 212121212121212121212121 1Pola Tatatanam 2Kof.Tanaman (K) k10,80,931,321,41,350,931,120,50,590,931,051,020,50,590,931,051,02 k20,80,931,321,41,350,931,120,50,590,931,051,020,50,590,931,051,02 3Kof.Rerata Tanaman000,40,8651,1251,361,3751,141,0250,560,250,5450,760,991,0350,5100,250,5450,760,991,0350,510 4Evapotranspirasi Potensial (Eto)mm/hr3,783,613,613,313,313,23,23,243,242,92,93,393,393,423,423,893,894,994,995,435,434,894,893,78 5Kebutuhan Air Bagi Tanaman (ET)mm/hr0,0000,0001,4442,863153,7244,3524,43,6943,3211,6240,7251,8482,5763,3863,5401,9840,0001,2482,7204,1275,3765,0612,4940,000 M8,3167,9427,9427,2827,2827,0407,047,1287,1286,3806,3807,4587,4587,5247,5248,5588,55810,97810,97811,94611,94610,75810,7588,316 S250250250250250250250250250250250250250250250250250250250250250250250250 6Keb. Air untuk penyiapan lahan (Pd)mm/hr13,17210,44210,4429,970085 7Ratio Penyiapan Lahan0,3330,3330,3330,333333 8Keb. Air untuk penyiapan lahan dgn ratiomm/hr4,3913,4813,4813,323362 9Perkolasi (P)mm/hr222222222222222222222222 10PENGGANTIAN LAPISAN GEANGAN (WLR)mm/hr 11WLR13,3333,333 12WLR23,3333333,333 13WLR33,3333,333 14Rerata WLR1,1111,1111112,2221,1111,111 15Ratio Luas Tanaman0,6670,6670,6670,6666671,0001,00011,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,0001,000 16 Keb. Air untuk (Etc + P + WLR)1,3331,3332,2963,24216,8357,4638,6226,8056,4323,6242,7253,8484,5765,3865,5403,9842,0003,2484,7206,1277,3767,0614,4942,000 17R efektif padi dan palawijamm/hr1,091,095,55,57,287,2807,417,415,315,313,653,650,970,970,280,1700,1700,0000,0000,000 18Keb. Air Irigasi (NFR)mm/dt/ha0,6620,5570,7940,8857371,4271,5001,8398871,6301,6021,2770,9301,0600,9521,0450,7530,5730,2310,4080,5660,7290,8530,8170,5200,231 19Efisiensi Irigasi0,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,3640,364 20Keb. Air Irigasi di Intake (DR)mm/dt/ha1,8191,5302,1832,4333433,9214,1205,0546354,4774,4003,5072,5542,9112,6152,8722,0691,5750,6361,1211,5542,0012,3442,2441,4280,636 MeiOctoberJuniJuliAgustusSeptember NoUraianSatuanDesemberJanuariFebruariMaret April
LP PA DI PA LA W IJA
LPLP LPLPPA LA W IJA JA GU NG JA GU NG
Lampiran 17 Analisa Hasil Usaha Tani Padi
Harga Total
Jumlah Satuan (Rp) (Rp)
A Modal
1 Bibit 25 Kg 55000 1375000
2 Pupuk Kandang 1000 Kg 1000 1000000
3 Pupuk Urea 150 Kg 2250 337500
4 Pupuk TSP/SP 36 100 Kg 2400 240000
5 Pupuk NPK Ponska 300 Kg 2300 690000
6 Petroganik 1000 Kg 800 800000
7 Pestisida / Insektisida 5 lt 75000 375000
Jumlah Modal (A) 4817500
B Biaya Operasional / Upah Kerja
1 Pengolahan lahan 30 HOKp 40000 1200000
2 Pencabutan Bibit + Penanaman 20 HOKw 55000 1100000
3 Penyiangan + Pemupukan ke-1 16 HOKp 60000 960000
4 Penyiangan + Pemupukan ke-2 16 HOKp 60000 960000
5 Penyemprotan 4 HOKp 60000 240000
6 Panen dan Pasca Panen 12 HOKp 60000 720000
7 Biaya Pengeringan 8 HOKp 60000 480000
Jumlah Biaya Operasional 5660000
10477500 Analisa Hasil Usaha Tani Padi / Ha
Total Pengeluaran A + B
No Uraian Kebutuhan
