proyeksi1. Metode AritmatikNoTahunJumlah PertambahanProyeksi Penduduk(P - Pn)2(P - Pr)2NoTahunJumlah PertambahanProyeksi Penduduk(P - Pn)2(P - Pr)2Penduduk (P)(r)(Pn)Penduduk (P)(r)(Pn)12003286807-286807066060308512000227625-2276250153990437822004288225141829339426720858589722370220012334875862233974237575111419872332005290740251529998185404295473898069320022394585971240324749667751232197420062964525712306569102346944257833672420032502981084024667313138813274519016520073111471469531315640356351855589520042668541655625302319130578215962008315052390531974322006523646583262005261792-506225937258559972575172172009320875582332633029760662699866107200626911173192657221148871050372628201033082899533329184366242335578433820072720002889272071502926351638920113388748046339505397881695102679920082765744574278420340894794233316102012346092721834609201127804456102009281120454628477013320675203158973Jumlah20075312509259285316449527503904142188507941120102901429022291119954855541743529Rata-rata312509.206587.2231645027503904.11421885079.361220112969876845297469231923907237569Korelasi (R)0.93132012303818683130381801365404825Standar Deviasi ( STD )4975Jumlah2607834692667619334543802406979726848773307Rata-rata266866.626349.42265721.5018515228.60526828715.93Korelasi (R)0.96Standar Deviasi ( STD )41342. Metode GeometrikNo.TahunJumlah PertambahanProyeksi Penduduk(P - Pn)2(P - Pr)2No.TahunJumlah PertambahanProyeksi Penduduk(P - Pn)2(P - Pr)2Penduduk (P)(r)(Pn)Penduduk (P)(r)(Pn)12003286807-286807066060308512000227625-22762501539904378220042882250.0029288021665258589722370220012334870.03239500361557291114198723320052907400.0129908169568386473898069320022394580.0324558237499669751232197420062964520.0230541380303746257833672420032502980.05261629128385099274519016520073111470.053118805369711855589520042668540.07284505311561302159620083150520.0131848311773457646583262005261792-0.022568262466093825751721720093208750.023252271893578869986610720062691110.03276635566048515037262820103308280.033321131650154335578433820072720000.01274920852648426351638920113388740.0233914473137695102679920082765740.0228122521631031942333161020123460920.023463255437311278044561020092811200.0228574121351070203158973Jumlah2007531250920.19315735220456127142188507941120102901420.0329945486704843541743529Rata-rata312509.200.02315735204561274218850791220112969870.0230399349090854907237569Korelasi (R)0.951320123038180.02310806488338191365404825Standar Deviasi ( STD )4291Jumlah2607834692660.293548440831005690.106848773307.08Rata-rata266866.620.02272956.9263923514.62526828715.93Korelasi (R)0.88Standar Deviasi ( STD )76823. Metode Regresi LinearNoTahun (X)Jumlah X2X.PProyeksi Penduduk(P - Pn)2(P - Pr)2NoTahun (X)Jumlah X2X.PProyeksi Penduduk(P - Pn)2(P - Pr)2Penduduk (P)(Pn)Penduduk (P)(Pn)120011410400400128214101537160834915112000227625400000045525000023061989646281539904378220021474400800429509481558704024869220012334874004001467207487236660100701611114198723320031540401200930846201579152084093200223945840080044793949162427021052096975123219742004160940160163224436160080515420032502984012009501346894248743241846927451901652005168140200253370405162135812430520042668544016016534775416254784145682247159620061756402403635225361642129411545062005261792402002552489296026082593438825751721720071835402804936828451663294724133172006269111402403653983666626686750372625037262820081917403206438493361684540978139682007272000402804954590400027290882422526351638920092003403608140240271705885081378649200827657440320645553605922789495641199942333161020101092404010021949201727402694291276102009281120403608156477008028499014979792203158973Jumlah20055163174022038532725483163176160156526921120102901424040100583185420291032791435541743529Rata-rata2005.501631.704022038.503272548.301631.7061601.5065269.2112201129698740441215972408572970737375907237569a-40653.964persamaan-40653.96+21.08x13201230381840481446112818163031144954301365404825b21.085Jumlah2607834692665231265069604471043469265.99999999206367581.4505656848773307.07692Korelasi (R)0.06Rata-rata2006.00266866.624024050.00535419008.00266866.6215874429.34526828715.93Standar Deviasi ( STD )235a-11851886.40persamaan-11851886.40+6041.25xb6041.25Korelasi (R)0.97Standar Deviasi ( STD )38284. Metode EksponensialNo.Tahun (X)Jumlah x2Ln Px . Ln PProyeksi Penduduk(P - Pn)2(P - Pr)2No.Tahun (X)Jumlah x2Ln Px . Ln PProyeksi Penduduk(P - Pn)2(P - Pr)2Penduduk (P)(Pn)Penduduk (P)(Pn)12003286807401200912.5725170.832817522555101766060308512000227625400000012.3424670.9123178217277075153990437822004288225401601612.5725193.28288177233158972237022001233487400400112.3624734.1223714213360508111419872332005290740402002512.5825223.272947481606194447389806932002239458400800412.3924797.042426271004139675123219742006296452402403612.6025274.883014692516610125783367242003250298401200912.4324898.11248238424245827451901652007311147402804912.6525384.583083437864219185558952004266854401601612.4925038.8925398016575223515962008315052403206412.6625422.27315374103374646583262005261792402002512.4825012.9925985437576042575172172009320875403608112.6825471.7232256528550016998661072006269111402403612.5025080.7826586310546737503726282010330828404010012.7125545.8032992082481933557843382007272000402804912.5125114.712720121512635163892011338874404412112.7325606.83337443204877469510267992008276574403206412.5325160.71278303299078894233316102012346092404814412.7525661.973451379119801127804456102009281120403608112.5525205.9928474013104232203158973Jumlah20075312509240300645126.50253955.443124926813895594218850794112010290142404010012.5825282.032913251400504541743529Rata-rata2007.50312509.204030064.5012.6525395.543124938138955.88421885079.36122011296987404412112.6025341.502980631158183907237569Ln a-32.61a0.000.002.720.02132012303818404814412.6225399.8630495712968201365404825b0.02Jumlah26078346926652312650162.3796005016325737.6399549653468886.42537266244928690.9535166848773307.07692Korelasi (R2)0.98Rata-rata2006.00266866.624024050.0012.4925056.74266837.4218840668.53526828715.93Standar Deviasi (STD)2706Ln a-33.38a0.000.002.720.02b0.02Korelasi (R2)0.96Standar Deviasi (STD)41705. Metode LogaritmikNoTahun (X)Jumlah Ln X(Ln X)2P . Ln XProyeksi Penduduk(P - Pn)2(P - Pr)2NoTahun (X)Jumlah Ln X(Ln X)2P . Ln XProyeksi Penduduk(P - Pn)2(P - Pr)2NoTahun (X)Jumlah PendudukPenduduk (P)Penduduk (P)120032868077.6057.802180421.9228069837324078660603085120002276257.6057.771730155.422305848756961153990437812000227625220042882257.6057.802191345.99287776201342589722370220012334877.6057.781774828.632366429956255111419872322001233487320052907407.6057.812210612.3229485116903528473898069320022394587.6057.791820336.242426971049412575123219732002239458420062964527.6057.822254190.7630192329931440257833672420032502987.6057.801902865.85248750239769627451901642003250298520073111477.6057.832366085.1130899146482831855589520042668547.6057.802028864.4025479914533228015952004266854620083150527.6057.832395937.2231605610070936465832620052617927.6057.811990509.122608458974452575172162005261792720093208757.6157.842440380.28323117502455169986610720062691117.6057.822046292.592668884943074503726272006269111820103308287.6157.852516241.38330174427653335578433820072720007.6057.832068395.812729288606632635163882007272000920113388747.6157.862577606.923372282709202695102679920082765747.6057.832103316.09278965571560094233316920082765741020123460927.6157.862632681.88344279328873011278044561020092811207.6157.842138027.9028499915044618203158973102009281120Jumlah20075312509276.05578.3123765503.77312509210146590042188507941120102901427.6157.852206788.14291030788089541743529112010290142Rata-rata2008312509.207.6057.832376550.38312509.2010146589.97421885079.361220112969877.6157.862258998.172970585005907237569122011296987a-107536861.075457Persamaan :-107536861.075457+14182039.8544557. ln x1320123038187.6157.862311108.443030835405831365404825132012303818b14182039.8544557Jumlah26078346926698.8506509766751.650137420626380486.79189143469265.9999999205732394.4598656848773307.07692Korelasi (R2)0.98Rata-rata2006266867858202926826686715825569526828716Standar Deviasi (STD)3021.91a-91887056.687062Persamaan :-91887056.687062+12119303.1213863. ln xb12119303.1213863Korelasi (R2)0.97AritmatikGeometrikRegresi LinierEksponensialLogaritmikStandar Deviasi (STD)3822.07R0.930.950.980.980.98STD49754291301427063021.91AritmatikGeometrikRegresi LinierEksponensialLogaritmikR0.960.880.970.960.97STD41347682382841703822.07NOTAHUNln Xpenduduk120137.61309105220147.61315124a-91887056.687062320157.61321140b12119303.1213863420167.61327153520177.61333163620187.61339170201320142015201620172018201920202021202220232024202520262027720197.61345174309105315124321140327153333163339170345174351175357173363169369161375150381137387120393100820207.61351175920217.613571731020227.613631691120237.613691611220247.613751501320257.613811371420267.613871201520277.61393100

FASILITAS (2)Jenis Fasilitas FasilitasTahun 2009(unit)Proyeksi Jumlah FasilitasJenis FasilitasStandar Pendukung 201120122013201420152016201720182019202020212022202320242025per-unit fasilitas (jiwa)36863370823733737591378453809938353386063886039113393673962039873401264037940631FASILITAS PENDIDIKANFASILITAS PENDIDIKAN1TK10001TK6.006.226.476.736.987.247.497.748.008.258.508.769.019.269.529.772SD16002SD5.005.145.305.455.615.775.936.096.256.416.566.726.887.047.207.363SMP48003SMP6.006.056.106.156.206.266.316.366.426.476.526.576.636.686.736.794SMU96004SMU3.003.023.053.083.103.133.163.183.213.233.263.293.313.343.373.395Perguruan Tinggi70000Jumlah20.0020.4220.9221.4121.9022.3922.8923.3823.8724.3624.8525.3425.8326.3226.8127.30TEMPAT IBADAHFASILITAS KESEHATAN1Masjid300001Rumah sakit umum1.001.001.001.001.001.011.011.011.011.011.011.011.011.011.011.022Musholla/langgar2500Jumlah1.001.001.001.001.001.001.001.001.001.001.001.001.001.001.001.003Gereja30000FASILITAS PERNIAGAAN4Pura/klenteng/vihara300001Warung/toko/kios74.0074.8875.8976.9177.9378.9479.9680.9781.9983.0084.0185.0386.0487.0588.0689.07FASILITAS KESEHATAN2Pasar1.001.011.021.021.031.041.051.061.071.081.081.091.101.111.121.131Rumah sakit umum2400003Terminal/stasiun1.001.011.021.021.031.041.051.061.071.081.081.091.101.111.121.132Rumah sakit bersalin10000Jumlah76.0076.8978.0079.0080.0081.0082.0083.0084.0085.0086.0087.0088.0089.0090.0091.003Puskesmas30000TEMPAT IBADAH4Pustu/klinik/posyandu30001Masjid5.005.015.025.025.035.045.055.065.075.085.085.095.105.115.125.135Apotek 100002Gereja1.001.011.021.021.031.041.051.061.071.081.081.091.101.111.121.13FASILITAS PERNIAGAAN & JASAJumlah6.006.006.006.006.006.006.006.006.006.006.006.006.006.006.006.001Warung/kios250FASILITAS UMUM, REKREASI DAN OLAHRAGA2Toko/Pertokoan25001Pekantoran28.0028.0028.0028.0028.0028.0028.0028.0028.0028.0028.0028.0028.0028.0028.0028.003Pasar300002Hotel/penginapan 3.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.004Supermarket30000Jumlah31.0031.0031.0031.0031.0031.0031.0031.0031.0031.0031.0031.0031.0031.0031.0031.005Terminal/stasiun30000FASILITAS UMUM, REKREASI dan OLAH RAGA1Bioskop300002Gedung serbaguna4800003Balai pertemuan300004Gelanggang olah raga300005Kolam renang100000Jenis FasilitasSatuanStandar Pengguna(org/unit)Kebutuhan Air BersihFASILITAS PENDIDIKAN1TKlt/org/hari7015 - 30Jenis FasilitasStandar Pengguna(jiwa/unit)Kriteria kebutuhan air(l/o/h)(l/unit/hari)Kebutuhan Air Non-Domestik (liter/hari)2SDlt/org/hari24015 - 3020122013201420152016201720182019202020212022202320242025202620273SMPlt/org/hari36015 - 303460923091053151243211403271533331633391703451743511753571733631693691613751503811373871203931004SMUlt/org/hari36015 - 301SD240.0015.00353539434650545861656973768084875Perguruan Tinggilt/org/hari75015 - 30126000.00126000.00139542.80153078.88166608.25180130.90193646.85207156.11220658.67234154.56247643.76261126.30274602.18288071.40301533.96314989.89TEMPAT IBADAH2SMP360.0015.00101011131415161819202123242526271Masjidlt/unit/hari800 - 200054000.0054000.0060771.4067539.4474304.1281065.4587823.4394578.05101329.34108077.28114821.88121563.15128301.09135035.70141766.98148494.942Musholla/langgarlt/unit/hari300 - 10003SMA360.0015.0066778991010111212131414153Gerejalt/unit/hari200 - 60032400.0032400.0035785.7039169.7242552.0645932.7349311.7152689.0356064.6759438.6462810.9466181.5869550.5472917.8576283.4979647.474Pura/klenteng/viharalt/unit/hari100 - 500FASILITAS KESEHATANFASILITAS KESEHATAN4Rumah Sakit Umum750.00200.0023344566778991010111Rumah sakit umumlt/bed/hari200 - 400300000.00390285.35480525.88570721.64660872.67750979.01841040.72931057.831021030.381110958.431200842.021290681.181380475.971470226.431559932.601650000.002Rumah sakit bersalinlt/unit/hari600 - 1000FASILITAS PERNIAGAAN3Puskesmaslt/unit/hari1000 - 12005Warung/toko/kios6.003003003023053073103123143173193223243263293313344Pustu/klinik/posyandult/unit/hari800 - 12001800.001800.001814.451828.881843.321857.741872.161886.571900.971915.361929.751944.131958.511972.881987.242001.596Pasar2500.0022223333344444555Apotek lt/unit/hari1005000.004.004.405.286.257.298.419.6110.9012.2613.7015.2216.8118.4920.2522.087Terminal/stasiun2000.001111222223333344FASILITAS PERNIAGAAN & JASA2000.002000.002401.272802.343203.213603.884004.354404.634804.705204.585604.266003.746403.036802.127201.017599.701Warung/toko/kioslt/unit/hari6 - 12TEMPAT IBADAH2Pasarlt/unit/hari2500 - 50008Masjid800.00353535353636363636373737373738383Supermarketlt/unit/hari1500 - 250028000.0028000.0028160.5128320.9328481.2828641.5528801.7428961.8529121.8829281.8329441.7029601.5029761.2129920.8530080.4030239.889langgar300656567707275777982848789919496994Restoran/rumah makanlt/kursi/hari10040 - 140195001950020222.282793374120944.207044766521665.773109961722386.981344214723107.83210225123828.325738276224548.462605955625268.243058444925987.667448365126706.736127818827425.449448384628143.807761120828861.81141656729579.46076474259Gereja400.00121212121313131313141414141415155Koperasilt/unit/hari500 - 10004800.004800.004880.254960.475040.645120.785200.875280.935360.945440.925520.855600.755680.615760.425840.205919.946Banklt/unit/hari1100 - 1500FASILITAS UMUM, REKREASI DAN OLAHRAGA7Asuransilt/unit/hari110010Pekantoran35.0050.00757575757676767676777777777778788Terminal/stasiunlt/unit/hari2000 - 450003750.003750.003760.033770.063780.083790.103800.113810.123820.123830.113840.113850.093860.083870.053880.033889.99FASILITAS UMUM, REKREASI dan OLAH RAGA11Hotel/penginapan 75.0044444444444444441Kantor pemerintah300300301302303304305306307308308309310311312313a. Kantor desalt/org/hari1510 - 50JUMLAH KEBUTUHAN AIRliter/hari577550.00662839.35778169.92893443.741008660.471123820.161238922.881353968.671468957.601583889.721698765.091813583.761928345.792043051.242157700.152272698.08b. Kantor kecamatanlt/org/hari3010 - 50liter/detik6.687.679.0110.3411.6713.0114.3415.6717.0018.3319.6620.9922.3223.6524.9726.30c. Kantor kabupatenlt/org/hari5010 - 50d. Instansi otonomlt/org/hari3010 - 50e. BUMN/BUMDlt/org/hari50010 - 502Bioskoplt/unit/hari1000 - 30003Gedung serbagunalt/unit/hari1000 - 30004Balai pertemuanlt/unit/hari1500 - 20005Hotel/penginapan lt/bed/hari75 - 1506Gelanggang olah ragalt/unit/hari1200 - 16007Kolam renanglt/unit/hari1000 - 1300KEGIATAN INDUSTRI1Industri besarlt/org/hari750252Industri sedanglt/org/hari300253Industri kecillt/org/hari5025

FASILITASNoJenisUnitNoJenisUnitJenis FasilitasProyeksi Jumlah FasilitasFasilitasFasilitasJenis FasilitasStandar Pendukung 201320142015201620172018201920202021202220232024202520262027Fasilitas PendidikanTempat Ibadahper-unit fasilitas (jiwa)3091053151243211403271533331633391703451743511753571733631693691613751503811373871203931002013201420152016201720182019202020212022202320242025202620271SD351Masjid30FASILITAS PENDIDIKANFasilitas Pendidikan3091053151243211403271533331633391703451743511753571733631693691613751503811373871203931002SMP102Langgar1201TK1,0001SD3539434650545861656973768084875157626874798590961021071131191241303SMU/SMK53Gereja22SD1,6002SMP10111314151618192021232425262723344566778991010Fasilitas KesehatanFasilitas Umum dan Rekreasi 3SMP4,8003SMU/SMK6778991010111212131414153033063093113143173203233253283313343373393421Rumah Bersalin21Perkantoran804SMU9,600Fasilitas Kesehatan1121151181201231261291321341371401431461481512Puskesmas32Hotel45Perguruan Tinggi70,0001Rumah Bersalin23344566778991010797979808080808081818181828282Fasilitas Perniagaan dan JasaTEMPAT IBADAHFasilitas Perniagaan dan Jasa1Pasar21Masjid30,0001Pasar2223333344444552Toko/3002Musholla/langgar2,5002Toko/300302305307310312314317319322324326329331334Pertokoan3Gereja30,000Pertokoan3Terminal14Pura/klenteng/vihara30,0003Terminal111222223333344FASILITAS KESEHATANTempat Ibadah1Rumah sakit umum240,0001Masjid3535353636363636373737373738382Rumah sakit bersalin10,0002Langgar6567707275777982848789919496993Puskesmas30,0003Gereja1212121313131313141414141415154Pustu/klinik/posyandu3,000Fasilitas Umum dan Rekreasi 5Apotek 10,0001Perkantoran757575767676767677777777777878FASILITAS PERNIAGAAN & JASA2Hotel4444444444444441Warung/kios2502Toko/Pertokoan2,5003Pasar30,0004Supermarket30,0005Terminal/stasiun30,000FASILITAS UMUM, REKREASI dan OLAH RAGA1Bioskop30,0002Gedung serbaguna480,0003Balai pertemuan30,0004Gelanggang olah raga30,0005Kolam renang100,000

REKAPITULASINo.UraianKategori20122013201420152016201720182019202020212022202320242025202620271Proyeksi PendudukWilayah3460923091053151243211403271533331633391703451743511753571733631693691613751503811373871203931002Tingkat Layanan% Terhadap Penduduk Wilayah50%52%54%56%58%60%62%64%66%68%70%72%74%76%78%80%No.UraianKategori2012201320202021202620273Proyeksi PendudukWilayah1730461607341701671798381897491998982102852209112317762428782542182657962776112896643019533144801Proyeksi PendudukWilayah346092309105351175357173387120393100Terlayania. Sambungan Rumah (SR) 80%13843712858813613314387115179915991816822817672918542119430220337421263722208923173124156325158480202Tingkat Layanan% Terhadap Penduduk Wilayah50%52%66%68%78%80%b. Hidran Umum (HU) 20%346093214734033359683795039980420574418246355485765084453159555225793360391628969504023759.954774109737.78%3Proyeksi PendudukWilayah1730461607342317762428783019533144804Proyeksi sambungan Wilayah7952519881.133460327531.61%Terlayania. Sambungan Rumah (SR) 80%138437128588185421194302241563251584Domestika. Sambungan Rumah (SR) = 5 org/SR276872571827227287743036031984336463534637084388604067542527444184634648313503177702019254.956028506130.61%b. Hidran Umum (HU) 20%346093214746355485766039162896Pertambahan sambungan --1970150915471586162416621700173817761814185218901928196620044Proyeksi sambungan Wilayahb. Hidran Umum (HU) = 100 org/HU346321340360379400421442464486508532555579604629118800Domestika. Sambungan Rumah (SR) = 5 org/SR276872571837084388604831350317Pertambahan sambungan --25191920202121142223232424252599406Pertambahan sambungan --1970113671776945220045Proyeksi sambungan 2803326039275672913430739323833406635788375483934641183430594497346926489165094696275b. Hidran Umum (HU) = 100 org/HU3463214644866046296Pertambahan sambungan 0-1994.46615240961528.04361204631566.77582515041605.47927493311644.15399939041682.80003644681721.41742396311752.27772811091798.56640142251837.09806672921875.60123321141914.07593837291952.52221965021990.94011441162029.3296599534Pertambahan sambungan --251422118257Kebutuhan Air Domestika. Sambungan Rumah (SR) = 150 l/org/h2076552019288137.664881820420021.821953121580596.507249622769840.414607523987732.266007825234250.811523926509374.829274427813083.125357629145354.533818730506167.91658131895502.163404333313336.191828734759648.947125236234419.402244937737626.5577665Proyeksi sambungan 280332603937548393464891650946b. Hidran Umum (HU) = 30 l/org/h1038276964407102100110790301138492119938712617131325469139065414572681525308159477516656671737982181172118868816Pertambahan sambungan 0-1994.466152409611380.59394730111798.56640142259570.23757237542029.3296599534Jumlah (liter/hari)2180379620252544.548125921441022.913050722659626.332612123908332.435337925187118.879308226495963.352100127834843.570738129203737.281625430602622.260509632031476.312410133490277.271574534979003.001420136497631.394481438046140.372357139624507.88565437Kebutuhan Air Domestika. Sambungan Rumah (SR) = 150 l/org/h2076552019288137.664881827813083.125357629145354.533818736234419.402244937737626.5577668Debit Rata-RataJumlah (liter/detik)252.36234.40248.16262.26276.72291.52306.67322.16338.01354.20370.73387.62404.85422.43440.35458.620.4586169894b. Hidran Umum (HU) = 30 l/org/h103827696440713906541457268181172118868819Keb. Non - Domestik ( !5% )Jumlah (liter/hari)3270569.43037881.682218883216153.436957613398943.949891823586249.865300683778067.831896233974394.502815024175226.535610714380560.592243824590393.339076444804721.446861515023541.590736185246850.450213025474644.709172225706921.055853575943676.18284814Jumlah (liter/hari)2180379620252544.548125929203737.281625430602622.260509638046140.372357139624507.8856543Jumlah (liter/detik)37.853812535.160667618337.223998112939.339629049741.507521589143.727636943245.999936375248.324381199250.700932780653.129552535655.610201931358.142842485460.727435766463.363943393266.052327035368.79254841268Debit Rata-RataJumlah (liter/detik)252.36234.40338.01354.20440.35458.6210keb. Air TotalJumlah (liter/hari)25074365.4023290426.2324657176.3526058570.2827494582.3028965186.7130470357.8532010070.1133584297.8735193015.6036836197.7638513818.8640225853.4541972276.1043753061.4345568184.07Jumlah (liter/detik)290.2125625269.5651184068285.3839855325301.6038227142318.2243321833335.2452165649352.6661788763370.4869225272388.7071513179407.3265694397426.3448814731445.7617923879465.5770075421485.7902326812506.4011739376527.409537829910Produksi Airliter/hari27581801.9425619468.853379227122893.985009228664427.310754330244040.530702431861705.382324833517393.640406735211077.116983736942727.661256238712317.159544740519817.535198842365200.748541844248438.796796546169503.71401948128367.571031850125002.4753526(tingkat kebocoran 15%)liter/detik319.23296.52313.92331.76350.05368.77387.93407.54427.58448.06468.98490.34512.13534.37557.04580.1511Produksi Airliter/detik351.16326.17345.31364.94385.05405.65426.73448.29470.34492.87515.88539.37563.35587.81612.75638.1755137502.7228879(hari maksimum 110%)No.UraianKategori2012201320202021202620271Proyeksi PendudukWilayah3460923091053511753571733871203931002Tingkat Layanan% Terhadap Penduduk Wilayah50%52%66%68%78%80%3Proyeksi PendudukWilayah173046160734231776242878301953314480Terlayania. Sambungan Rumah (SR) 80%138437128588185421194302241563251584b. Hidran Umum (HU) 20%3460932147463554857660391628964Proyeksi sambungan WilayahDomestika. Sambungan Rumah (SR) = 5 org/SR276872571837084388604831350317Pertambahan sambungan --197011367177694522004b. Hidran Umum (HU) = 100 org/HU346321464486604629Pertambahan sambungan --251422118255Proyeksi sambungan 2803326039375483934648916509466Pertambahan sambungan 0-1994.466152409611380.59394730111798.56640142259570.23757237542029.32965995347Kebutuhan Air Domestika. Sambungan Rumah (SR) = 150 l/org/h2076552019288137.664881827813083.125357629145354.533818736234419.402244937737626.557766b. Hidran Umum (HU) = 30 l/org/h10382769644071390654145726818117211886881Jumlah (liter/hari)2180379620252544.548125929203737.281625430602622.260509638046140.372357139624507.88565438Debit Rata-RataJumlah (liter/detik)252.36234.40338.01354.20440.35458.629Keb. Non - Domestik ( !5% )Jumlah (liter/hari)3270569.43037881.682218884380560.592243824590393.339076445706921.055853575943676.18284814Jumlah (liter/detik)37.853812535.160667618350.700932780653.129552535666.052327035368.792548412610keb. Air TotalJumlah (liter/hari)25074365.4023290426.2333584297.8735193015.6043753061.4345568184.07Jumlah (liter/detik)290.2125625269.5651184068388.7071513179407.3265694397506.4011739376527.409537829910Produksi Airliter/hari27581801.9425619468.853379236942727.661256238712317.159544748128367.571031850125002.4753526(tingkat kebocoran 15%)liter/detik319.23296.52427.58448.06557.04580.1511Produksi Airliter/detik351.16326.17470.34492.87612.75638.17(hari maksimum 110%)13Total Kebutuhan Non DomestikL/hari0000000000L/detik0.000.000.000.000.000.000.000.000.000.0014Total Kebutuhan AirL/detik-0.000.000.000.000.000.000.000.000.000.0015Kehilangan Air - % Kehilangan Air%-25252525252525252525 - Total Kehilangan AirL/detik-0.000.000.000.000.000.000.000.000.000.0016Kebutuhan Air Rata-RataL/detik-0.000.000.000.000.000.000.000.000.000.0017Kebutuhan Hari Maksimum - Faktor Hari Maksimum%110110110110110110110110110110 - Kapasitas ProduksiL/detik0.000.000.000.000.000.000.000.000.000.0018Kebutuhan Jam Puncak - Faktor Jam Puncak%150150150150150150150150150150 - Kebutuhan Jam PuncakL/detik0.000.000.000.000.000.000.000.000.000.00

inlet dan bar screen6.3.1 Saluran Penerima/Pipa OutfallQpeak=0.638m3/detkecepatan (v) direncanakan=1.5m/detDiameter pipa:A=Q/v=0.425m2D=(4 x A/3.14)0.5 =0.74m0.3680918666Cek Kecepatan=Q/A=1.5m/s6.3.2 Saluran pada Bar ScreenSumur pengumpul berbentuk rectangularsaluran terbuat dari beton denganSumur pengumpul=1buahn=0.013Waktu detensi, td=10menitbentuk saluran segi empatKedalaman, h=5mkecepatan dalam saluran=(0.1 -0.6)m/sRasio panjang : lebar=2slope maksimum=0.001m/mPerhitungan :Lebar dasar saluran (B)=1.50mQ sumur=Qpeak total / jmlh sumurkedalaman (h)=0.75m=0.638m3/detfreeboard=0.3mVolume sumur, vol=Q sumur x td=382.899m3Luas Efektif (A)Luas perm.sumur, As=Volume sumur / hA=B x h76.580m2=1.125m2Lebar=6.19mKeliling Basah (P)Panjang=12.38mP=B + 2hFreeboard=0.5m=3mJari-jari hidrolis R=A/P=0.375Persamaan ManningQ=1/n x R 2/3 x S 1/2 x A0.638=45.0018134795x S1/2S=0.0002010975 Cek kecepatanv=Q/A=0.57m/sHeadlosshf=S x L( direncanakan L 4m )4m=0.00080m6.3.3 Bar Screenperencanaan yang digunakan > Penampang batang screenLebar bar (w)=10mm=0.01mTebal Bar=50mm=0.05mJarak antar kisi=53mm=0.053mBantuk bar rectangular ()=2.42sudut kemiringan batang ()=45 terhadap horizontalPerhitunganJumlah Batang (kisi)B=(n - 1)b + nw1.50=(n - 1) x 0.05 + 0.01nn=29buahJumlah celah=jumlah kisi + 1=30buahWs=B - nw=1.21mPanjang kisi-kisi batang yang terendam air (Ls)Ls=h/sin=1.061mKecepatan melalui kisi dalam keadaan bersih/tidak tersumbat (Vs)Vs=Qpeak/(WsxLs)=0.50m/sKecepatan aliran saat clogging 50 %keadaan clogging diasumsikan lebar bukaan total antar batang (Ws) adalah 2 kali lebar bukaan total antar batang saat clogging (Ws'), sehingga:Ws'=1/2 x Ws=0.606mVs'=Q/(1/2 x Ws x Ls)Vs'=2 Vs=0.992m/sKehilangan tekanan (hL)headloss pada bar rackhv=Vs2/2g=0.0125483561mheadloss saat screen bersihhL= x (w/b)4/3 x hv x sin 45=0.0023233811mheadloss saat clogging 50 %hL'={(Vs'2 - Vs2)/2g}x 1/0.9=0.0418278537m

koagulasiBAK KOAGULASIData perencanaan :Debit perencanaan=638.17liter/detik=0.638m3/detikBentuk bak koagulasi=Tabung (silindres)Gradien kecepatan (G) yang diinginkan=700Waktu detensi (td)=60detik16.6666666667Massa jenis air ()=997.7kg/m3Gravitasi=9.81m/detik2Viskositas air ()=0.000798N.detik/m2re19430788.2125422turbulenCd=4.0Efesiensi daya () =80%=0.8Tipe blade=padless impaller 2 bladeTinggi blade (H)=0.37mJari-jari blade=2.92m42.920.4871660902Koefisien blade=0.25m1.3698630137Jari-jari bak (r)=0.5 kedalaman bak (1/2 H)Jumlah bak=2 bakHasil Perencanaan :Dimensi bak :V=Q.tdV=38.29m3V=.r2.H38.29=3.14 x (0.5H)2 x H38.29=3.14 x 0.25H312.1942=0.25H348.7770=H3H=3.65mr=0.5Hr=1.83mD=2rD=3.65mDaya Pengadukan :P=.V.G2P=14972.13wattDaya Motor Pengaduk :Pmotor=P=14972.130.8Pmotor=18715.16wattJumlah Putaran :n=66rpm

BAK PEMBUBUH KOAGULANbak Pembubuh koagulandosing pumpDebit Pengolahan, q=0.638m3/det55137.5027228879m3/hariJumlah pompa adalah 2 (1 operasional 1 cadangan)Koagulan yang akan digunakan adalah Al2(SO4)3Pembubuhan alum ke dalam bak pembubuh dilakukan 24 jam sekali.Efisiensi pompa,=0.85Jumlah bak pembubuh adalah 2 (1 operasional dan 1 cadangan) denganHead pompa disediakan,=10mbentuk silinder.Debit larutan alum, ql = 3,5 m3/hari = 4,05 x 10-5 m3/s=42.25m3/hariDosis alum 100 %=35mg/l0.035kg/m30.0004890m3/detBerat jenis Alum=2.71kg/l2710kg/m4Konsentrasi alum, Calum=20%Massa jenis larutan=1142.015kg/m32.524.285004856kebutuhan alum6mAl=q x dosis alum=9649.063mg/det=833.68kg/hariqalum=malumDaya pompa=64.445wattalum=3,560.54L/hariVolume alum tiap pembubuhanValum=qalum.td=3,560.54L=3.56054m3Volume pelarutVair=Vair = ((1-C alum/C alum )x m alum)/(rho) air=38.6852m3Volume larutanV=Valum + Vair=42.2458m3Dimensi bak pembubuhd=4m16Luas Alas=12.56mA=0,25*3,14*1,5^2h=3.36m13.5free board=0.25m

BAK FLOKULASIBAK FLOKULASI HIDROLIS Data perencanaan :=55137.5027228879Debit perencanaan=638liter/detik=0.638m3/detikJumlah bak flokulasi=1buah dengan 3 ruanganBentuk bak flokulasi=persegi panjang flokulator kanal bersekat (baffled channel) aliran horizontalGradien kecepatan (G) yang diinginkan=60untuk r130untuk r220untuk r3Waktu detensi (td)=2700detikMassa jenis air ()=997.7kg/m3Gravitasi=9.81m/detik2Viskositas air ()=0.000898N.detik/m2Asumsi tinggi ( H )=5m15h=Freeboard=0.2mf=0.3Hasil Perencanaan :Dimensi bak :V=Q.tdV=1723.05m3V=p.l.t1723.05=t.l21723.05=5t.l2344.609=l2l=18.56mpanjang19.00lebar18.56maka, lebar tiap kompetemen=6.19mJumlah kanal dalam flokulator pertama :=1.61641735.998Waktu Pengadukan, td (detik) Gradien Kecepatan (1/detik) 8726.72840052282010000.000931107130900Tipe Impeller Kecepatan Putaran Dimensi Keterangan 22.012240790Paddle 20 - 150 rpm diameter: 50-80% lebar bak 50 700lebar: 1/6-1/10 diameter paddle Turbine 10-150 rpm diameter:30-50% lebar bak 1.6164Propeller 400-1750 rpm diameter: max. 45 cm jumlah pitch 1-2 buah 1735.9984363.36420026140.0009311071Jumlah kanal dalam flokulator kedua :=5.506Propeller, pitch of 1, 3 blades 41,0 0,32 Nilai Koefisien Drag Ratio Li/Wi CD Propeller, pitch of 2, 3 blades 43,5 1,00 51,20 1.6164Turbine, 4 flat blades, vaned disc 60,0 5,31 201,50 1735.998Turbine, 6 flat blades, vaned disc 65,0 5,75 ~ 1,90 2977.2839155419Turbine, 6 curved blades 70,0 4,80 0.0009311071Fan turbine, 6 blades at 45 70,0 1,65 Jumlah kanal dalam flokulator kedua :=2.563Shroude turbine, 6 curved blades 97,5 1,08 Shrouded turbine, with stator, no baflles 172,5 1,12 Jarak Antar SekatR1=1mFlat paddles, 2 blades (single paddle), Di/Wi = 4 43,0 2,25 R2=3mFlat paddles, 2 blades , Di/Wi = 6 36,5 1,70 R3=6.33mFlat paddles, 2 blades , Di/Wi = 8 33,0 1,15 Flat paddles, 4 blades , Di/Wi = 6 49,0 2,75 HeadloosR1=0.30mFlat paddles, 6 blades , Di/Wi = 8 71,0 3,82 R2=0.07mR3=0.03mmaka, Total Headloss=0.40Daya Pengadukan :=Rhu.Q..g.h=31230.03N.m/s

BAK SEDIMENTASIBAK SEDIMENTASIData perencanaan :Debit perencanaan=638liter/detik=0.638m3/detik=2297.395946787m3/jamNre=0.00001Jumlah pipa inlet=2buahDebit perencanaan=638liter/detik=0.638m3/detikPanjang pipa inlet=5m=500cmPanjang : Lebar5:1Kecepatan dalam pipa inlet=0.25m/detikKecepatan dalam pipa inlet=0.90m/menitKapasitas tiap lubang (Qo)=0.23liter/detik=0.00023m3/detiktd minimum=4menitKehilangan tekanan pada lubang=0.50cm=0.005mKecepatan pengendapan (Vs)=0.0020m/jamMassa jenis air ()=997.7kg/m3efesiensi bak=85%0.85Gravitasi=9.81m/detik2n=0.3=8.01 x 10-7=0.000000801w=10cmBeban permukaan=2.5m/jam0.1mWaktu tinggal=1.5 sampai 3jamLplat=0.5cmKecepatan pengendapan (Vs)=0.5m/jam0.005mKedalaman bak=6mWplat=110cmJarak antar plat (w)=5cm=0.05m1.1mLebar bak (B)=20mN bak=2buahSudut kemiringan plat=60oLps-ru=1mTinggi plat=1mHub.effesiensi=2.8Jumlah pipa outlet=2buahSudut kemiringan plat=60oKecepatan aliran dalam pipa outlet=0.60m/detikH free board=20%0.2Ketinggian air di atas pipa=1.50cm=0.015mtplat=0.005perhitungan :Dimensi bak sedimentasiQbak=0.32m3/detikHasil Perencanaan :Vs=0.00071m/detDiameter pipa inlet :Debit tiap inlet=Q/2As=446.72m2Q=0.319m3/detikDimensi Zona PengendapanD=(4Q/v)0.5=1.275mH=95.7cmD=1275mmHfree board=19.14cmHzona=114.84cmDiameter lubang :v0=(2gh)0.5Lab=115.7803468208cmv0=0.313m/detikWae=11.4942528736cmAzp=446.7158785419D0=(4Q0/v0)0.50.1212121212=0.031m54.1473792172m2D0=31mmLzp=3.2908168961mPzp=16.4540844803mh=20cm0.2mJumlah lubang :td=4.6666666667Tiap pipa inlet :nplot=144.1505349789buahN=Q144buahQ0=0.319koreksi0.00023K=0.8275862069mN=1387Pzp sebenarnya=17.2816706872mQplate=0.002231348m3/detikJumlah lubang tiap sisi :Pplate=3.2908168961mN/2=1387A=0.3290816896m22Va=0.0068m/det=694buah/sisi694 x 2 sisi=1387Jumlah total lubang :Kontrol aliran1387 x 2 pipa=2775lubangR=0.066mv=0.000000905500Nre=494.218591984610^-5okJarak antar lubang :500=1cm694Diameter pipa :A=1/4..d20.329=0.25 x 3.14 x d20.329=0.785d2Luas permukaan bak :Ac=Q5.50.4192123434=d2Vs.(1 + cos (H/w))d=0.647mAc=417.71m2d=647mmVolume bak pengendapan :L=AcBL=20.89m=21 mV=BLH=4158m3td=VQ=1.81jamOKBilangan Fraude dan Reynold :Jari-jari hidrolis :R=w2R=0.025mBilangan fraude :Fr=2(Q/Ac)2sin2 x g x wFr=0.0000127OKFr memenuhi kriteria karena nilai Fr > 10-5Bilangan reynold :Re=(Q/Ac)w2 sin .Re=55Re memenuhi kriteria karena nilai Re < 500Debit tiap pipa :Q=Q/2Q=0.319m3/detikLuas penampang pipa :Ac=Q/vAc=0.532m/detikDiameter pipa :Ac=1/4..d20.532=0.25 x 3.14 x d20.532=0.785d20.6774581112=d2d=0.823md=823mm

filtrasi newQ=638l/det=0.6381655408m3/detV=5m3/jam/m2=0.139cm3/det/cm2=0.139cm/detn=9.5862316825buah=10buahQper filter=63.8165540774l/det=229.7395946787m3/jam63816.5540774166luas orifice : luas media=0.0018:1luas lateral : luas orifice=3.5:1Luas manifold : luas lateral=1.5:1Diameter orifice , or=0.75inchijarak antar orifice terdekat=12inchijarak antara pusat lateral terdekat=12inchiukuran media filter=20-30Penyanggapasir=60cmterdiri atas 5 lapisan=300cmp:l=2:1perhitungan :A=45.9479189357m2L=4.7931158413mP=9.5862316825mTiap FilterSistem UnderdrainOrificceluas orifice : luas media=0.0018:1A filter=45.9479189357m2A orf=0.0827062541m2=827.0625408433cm2D=0.75inchi1.905cmA tiap orifice=2.848784625cm2n orifice=434.1535647471buah434buahLateralluas lateral : luas orifice=3.5:1110A=2894.7188929516m2jarak=50cmn lateraL=57.894377859buah=58buahn tiap lateral=203buah508buahQ lateral=0.1256231379l/detA tiap Lateral=5.6982655373cm2D lateral=2.6942414499cm=1.0607249803inchi=1inchijumlah orificetiap lateral=0.8543307087buah=1buahn orifice total=508buahManifoldLuas manifold : luas lateral=1.5:1A=4342.0783394274jarak=50cmD manifold=74.3727771872cm=75cm=29.5275590551inchi=32inchiA=4342.0783394274cm2Jarak Penempatan sistem underdrainP lateral=152.1557920637cmJarak abtar irifoce=131.1557920637cmtebal dinding=20cmP manifold=1028.6231682548cm=10.2862316825m=10mKecepatan aliran dalam underdrainV manifold=14.6972369195cm/det0.1469723692Pengaturan AliranV lateral=43.3973531086cm/det0.4339735311Kec. Aliran dlm sal. Inlet, Vin=0.6-1.8m/dtikV orifice=51.6159593253cm/det0.5161595933Kec.alran dlm sal outlet,Vout=0.9-1.8m/dtik1.0971054935okKec.alran dlm sal pencuci,Vp=1.5-3.7m/dtikKec. Dlm sal pembuangn, Vb=1.2-2.5m/dtikHeadlose FiltrasiDiameter tiap lapisanTebal lapisansatuan0.4-0.5250mm0.5-0.6250mm0.6-0.7250mm0.7-0.8250mm0.8-0.9250mmES=0.45UC=1.5SG=2.65p=0.82w=0.42fd10=0.4-0.5d60=0.6-0.7Karakteristik Media penyangga (kerikil)=0.75wSG=1.45p=0.4fmedia penyanggal=250mm=25cmd2=0.44721359552=0.821=0.75SG1=1.45SG2=2.65d1=0.9362747302mm=0.093627473cmK=5g=9.81m/det2981cm/det2Vf=0.139cm/su=0.01Hl=0.4136206291cmmedia penyaringHL=39.1217001675cmSistem UnderDrainOrificeQ orifice=147.0427513305cm3/detVorifice=51.6159593253cm/detA orifice=2.848784625cm2C=0.6Hf=377.1955002078cmLateralVlateral=43.3973531086cm/detLateral=152.1557920637cmD=2.6942414499cmf=0.04HF=72.2800081858cmMaifoldVmanifold=14.6972369195cm/detLmanifold=1028.6231682548cmD=74.3727771872cmF=0.04Hf=2.0302682669cm2cmHf karena perubahan kec. Lateral n orificeVorifice=51.6159593253cm/detVlateral=43.3973531086cm/detHflo=3830.2016861377cm38.3020168614mHf karena perubahan kec. Lateral n manifoldVorifice=43.3973531086cm/detVmanifold=14.6972369195cm/detHflo=8178.2118778879cm81.7821187789mHF Total=8667.989403143cm=86.6798940314m87mHf Filtrasi=8707.5247239396cm=87.0752472394m87m

DESINFEKSIDESINFEKSI (KLORINASI)4320Data perencanaan :Debit perencanaan=638liter/detik=0.638m3/detik=55137.50272288791654125.08168664Daya ikat chlor=0.5mg/LSisa chlor=0.2mg/LJumlah bak pembubuh=2buah(1 operasional dan 1 cadangan)40Berat jenis kaporit (kpr)=0.86kg/L3456103680Konsentrasi kaporit (Ckpr)=60%=0.6Massa jenis air ()=997.7kg/m3Hasil Perencanaan :55137.5027228879Debit :Q=638liter/detik=55137.5027228879m3/hari=385,963m3/mingguDosis chlor dibutuhkan :Dosis chlor yang dibutuhkan =sisa chlor+daya ikat chlor=0.2+0.5=0.7mg/L=0.0007kg/m3Kebutuhan chlor per minggu :Kebutuhan chlor per minggu=385,963x0.0007=270.17kg/mingguKebutuhan kaporit per minggu :Kebutuhan kaporit per minggu=270.1760%=450.29kg/mingguKebutuhan kaporit per hari :Kebutuhan kaporit per hari (mkpr)=64.33kg/hariDebit kaporit :qkpr/hari=mkprkpr=74.80L/hariqkpr/minggu=mkprkpr=523.59L/mingguVolume kaporit tiap pembubuhan :Volume per hari :Vkpr=qkpr.td=74.80L=0.0748m3Volume per minggu :Vkpr=523.59L=0.5236m3Volume pelarut :Vair=1 - Ckprx mkpr x tdCkprairVair 1 hari=0.043m3Vair 7 hari=0.301m3Volume larutan :Volume per hari :V=Vkpr + Vair=0.1178m3=0.12m3Volume per minggu :V=Vkpr + Vair=0.8245m3=0.82m3Dimensi bak pembubuh :Ketinggian bak pembubuh (h)=1m0.5Diameter bak pembubuh (d):A=Vh=0.82m2d=(4A / )0.5=1.025m1024.8365852278Freeboard=20cmPompa pembubuh kaporit :Jumlah pompa=2buahEfisiensi pompa ()=70%Head pompa disediakan (H)=10mDebit larutan kaporit (ql)=0.12m3/hari=0.000001m3/detikMassa jenis larutan (l)=997.5kg/m3Daya pompa (P)=13.979watt(Maka pompa yang digunakan adalah yang memiliki motor dengan daya 80 watt.)

KLORINASIDESINFEKSI (KLORINASI)Data perencanaan :Debit rencana=638l/dtik=0.638m3/dtik=55138m3/hari=1654125.08168664m3/bulanDaya ikat chlor=0.5mg/LSisa chlor=0.2mg/LKadar kaporit =60%=0.6Kons. Larutan yg direncanakan=4%=0.04Kapasitas pembubuhan maks=600cc/mnitefisiensi=70%td=1jam=60menitfree board=0.35mPerhitunganDosis chlor yg dibutuhkan=Sisa chlor + daya ikat chlor=0.70mg/L=0.0007kg/m3kebutuhan kaporit per mnit=44672mg/menit=44.7gr/menitKebutuhan selama 1 jam=2680gr=2.680kgKapasitas tiap bak=Q x td=2297396lt=2297m3Volume bak=p x l x t(direncanakan sisi sama panjang)2297=p3p=12.9mjadi, dimensi bak=P=12.9m13 mL=12.9m13 mKedalaman (t)=11.5 + 0.35=13.2m=13m

ReservoirPeriodeJumlah JamPemakaian Per-Jam (%)Jumlah Pemakaian (%)Suplai Per-Jam (%)Jumlah Suplai (%)Suplai (%)Defisit (%)22 0570,755,254,1729,1923,94-05 0614,004,004,174,170,17-Persentase reservoir=27.66%06 0716,006,004,174,17-1,83Vr=15251033.2531508l07 0928,0016,004,178,34-7,66=15251.0332531508m309 1016,006,004,174,17-1,8310 1335,0015,004,1712,51-2,49V tiap kompartemen=3812.7583132877m313 1746,0024,004,1716,68-7,32h=5m17 18110,0010,004,174,17-5,83Ar=762.5516626575m218 2024,509,004,178,34-0,66p : l20 2113,003,004,174,171,17-3121- 2211,751,754,174,172,42-Ar=3Xl^2Jumlah2410010027.727.62maka,l=15.9431454724mp=47.829436417minletQinlet=0.1595413852m3/detDinlet=0.3388560294moutletQout=0.398853463m3/detDout=0.4115392178mPeterusanHk=2mVk=1525.1033253151m3/detQpeterusan=0.2118199063m3/detDpet.=0.3904468507mOverflowQow=0.6381655408m3/detDow=0.3388560294mVentilasiQud=0.0598280194m3/detDud=0.13803445m

Rekap BanguanNoJenis BangunanDimensi ( m)TdskalasxDimensi rencana maket (cm)BentukAs (cm2)A sterofoamPanjangLebarTinggiDiameterPanjangLebarTinggiDiameter1Bar screen3.001.500.75-1:500.5631.5-Persegi Panjang1824002Koagulasi--4460detik1:1001--44Tabung513Bak Pembubuh--4424jam1:1001--44Tabung514Flokulasi19.0018.565-45menit1:20021093-Persegi Panjang1005Bak Sedimentasi16.453.291.5-4menit1:10011732-Persegi Panjang566Filtrasi9.594.793-1:10011553-Persegi Panjang1147Desinfaksi--117minggu1:250.25--44Tabung518Klorinasi131313-1jam1:3003444-Persegi Panjang189Resrvoir47.8315.945---1:30031652-Persegi Panjang8510Sumur Pengumpul12.386.195-10menit1:3003422-Persegi Panjang8NoJenis BangunanDimensi ( m)nVolume BetonPenggalianPanjangLebarTinggiDiameterTebalm3m31Bar screen3.001.500.75-0.312.510.74252Koagulasi--440.317.8258.05863Bak Pembubuh--440.317.8258.05864Flokulasi19.0018.565-0.3179263.5044.94548674455Bak Sedimentasi16.453.291.5-0.32962.2211.84694082586Filtrasi9.594.793-0.31013081.8894.90369365727Desinfaksi--210.311.082.65338Klorinasi131313-0.31178220.6481.129Resrvoir47.8315.945-0.341021227.66267.844843935510Sumur Pengumpul12.386.195-0.317818.8181.6800944507

RABNoBangunanvolumpasir yang diperlukansemen yang diperlukanvolum beton biaya1Bar Screen2.511.3517.0418.39Rp 13,813,579.52pasir 0.542Koagulasi7.824.2253.1757.39Rp 43,098,781.52semen6.83Pembubuh7.824.2253.1757.39Rp 43,098,781.524Flokulasi79263.5042802.29538991.80581794.09Rp 436,927,364,384.28harga5600005Sedimentasi962.22519.606543.107062.70Rp 5,304,090,388.61semen630006Filtrasi13081.887064.2288956.8096021.01Rp 72,111,779,597.05pasir1280007Desinfaksi1.080.587.377.95Rp 5,971,517.92TOTAL7510008Klorinasi178220.6496239.151211900.351308139.50Rp 982,412,762,697.609Reservoir1021227.66551462.936944348.067495810.99Rp 5,629,354,053,891.8274880010Sumur pengumpul7818.814222.1653167.9357390.09Rp 43,099,957,013.08-2200Total1300593.94702320.738844038.789546359.51Rp 7,126,216,033,619.85Tenaga KerjaJumlah (orang)Pekerja9546360Mandor2863908Kepala tukang batu954636TOTAL13364903

MENARA AIRMENARA AIRVolume air untuk satu kali pencucian filter, VbwVbw=qbw x tbw=ERROR:#REF!m3Vair untuk pelarutan koagulan, ValumValum38.6852279303m3Volume air untuk satu kali pembubuhan kaporit (desinfeksi), VdVd=0.04m3Volume air untuk kebutuhan kantor selama satu hari, V kantorVkantor=1m3Vair total=ERROR:#REF!m3Dimensi Menara Air5.5p=13.0m65l=11.0m55t=7.0m35freeboard =0.5m3V1001m3