Site SelectionLAMPIRAN PENILAIAN ALTERNATIF LOKASI TPANoParameterBobotNilai Alternatif Lokasi TPA 1Alternatif Lokasi TPA 2JumlahJumlahIUMUM1Batas administrasi5Dalam batas administrasi105050Diluar batas administrasi tetapi dalam satu sistem pengelolaan TPA sampah terpadu5Diluar batas administrasi dan diluar sistem pengelolaan TPA sampah terpadu1Diluar batas administrasi12Pemilik hak atas tanah3Pemerintah daerah/pusat103030Pribadi (satu orang)7Swasta/perusahaan (satu)5Lebih dari satu pemilik hak dan status kepemilikan3Organisasi sosial/agama13Kapasitas Lahan5> 10 tahun1050505 tahun - 10 tahun83 tahun - 5 tahun5Kurang dari 3 tahun14Jumlah pemilik lahan31 KK102 - 3 KK74 - 5 KK56 - 10 KK3Lebih dari 10 KK1335Partisipasi masyarakat3Spontan10Digerakan5Negoisasi133IILINGKUNGAN FISIK1Tanah (diatas muka air)5Harga kelulusan < 10^9 cm/det10Harga kelulusan 10^9 - 10^6 cm/det73535Harga kelulusan > 10^6 cm/det Kecuali ada masukan teknologi52Air Tanah5> 10 m dengan kelulusan < 10^6 cm/det10< 10 m dengan kelulusan < 10^6 cm/det8> 10 m dengan kelulusan < 10^6 - 10^4 cm/det31515< 10 m dengan kelulusan < 10^6 - 10^4 cm/det13Sistem aliran air tanah3Discharge area/lokal103030Recharge area dan discharge area lokal5Recharge area regional dan lokal14Kaitan dengan pemanfaatan air tanah3Kemungkinan pemanfaatan rendah dengan batas hidrolis103030Diproyeksikan untuk dimanfaatkan dengan batas hidrolis5Diproyeksikan untuk dimanfaatkan tanpa hidrolis15Bahaya banjir2Tidak ada bahaya banjir10Kemungkinana banjir > 25 tahun51010Kemungkinana banjir < 25 tahun16Tanah penutup4Tanah penutup cukup104040Tanah penutuo sampai 1/2 umur pakai5Tanah penutup tidak ada17Intensitas hujan3Dibawah 500 mm pertahun10Antara 500 mm sampai 1000 mm pertahun5Diatas 1000 mm pertahun1338Jalan menuju lokasi5Datar dengan kondisi baik10Datar dengan kondisi buruk525Naik/turun159Transportasi sampah (satu jalan)5Kurang dari 15 menit dari centroid sampah10Antara 16 menit - 30 menit dari centroid sampah8Antara 31 menit - 60 menit dari centroid sampah31515Lebih dari 60 menit dai centroid sampah110Jalan masuk4Truk sampah tidak melalui daerah pemukiman10Truk sampah melalui daerah pemukiman berkepadatan sedang (< 300 jiwa/ha)5Truk sampah melalui daerah pemukiman berkepadatan tinggi (> 300 jiwa/ha)14411Lalu lintas3Terletak 500 m dari jalan umum103030Terletak < 500 m pada lalu lintas rendah8Terletak < 500 m pada lalu lintas sedang3Terletak < 500 m pada lalu lintas tinggi112Tata guna lahan5Mempunyai dampak sedikit terhadap tata guna lahan10Mempunyai dampak sedang terhadap tata guna lahan52525Mempunyai dampak besar terhadap tata guna lahan113Pertanian3Berlokasi di lahan tidak produktif103030Tidak ada dampak terhadap pertanian sekitar5Ada pengaruh negatif terhadap pertanian sekitar1Berlokasi di tanah pertanian produktif114Daerah lindung/cagar alam2Tidak ada daerah lindung/cagar alam disekitarnya102020Terdapat daerah lindung/cagar alam disekitarnya yang tidak terkena dampak negatif5Terdapat daerah lindung/cagar alam disekitarnya yang terkena dampak negatif115Biologis3Nilai habitat yang rendah103030Nilai habitat yang tinggi5Habitat kritis116Kebisingan dan bau2Terdapat zona penyangga10Terdapat zona penyangga yang terbatas5Tidak terdapat zona penyangga12217Estetika2Operasi penimbunan tidak terlihat dari luar10Operasi penimbunan sedikit terlihat dari luar5Operasi penimbunan terlihat dari luar122TOTAL NILAI462482

Data DasarDATA PENDUDUKAnalisis R24 dan Intensitas HujanData Curah HujanMenentukan Jenis DistribusiPeriode UlangTahunKecamatanJumlahKecamatanJumlahNoTahunXiXi diurutkan(Xi - X)(Xi - X)^2(Xi - X)^3(Xi - X)^4NoJenis DistribusiSyaratHasil PerhitunganNoPeriode UlangXSYtYnSnXtrMojogedangKaranganyarKarangpandanMatesihSDMurid dan GuruSMPMurid dan GuruSMAMurid dan Guru11997177172-462130-983044536934CsCk(Tahun)200462242721124154344480220377Mojogedang38615832052168921998173173-452012-9022240465191GumbelCs 1,1396-0.45015308852.86409099531221827.1530.36650.51811.0411214200562896727504186644909222421Karanganyar347102537272225831999213177-411718-712352952936Ck 5,40022521827.1531.49990.51811.0411244200663549731204243045446224545Karangpandan263879312691111642000237193-25650-165604221132Log NormalCs = 3 Cv + Cv20.388557880531021827.1532.25040.51811.0411263200764472736994275345696226620Matesih273810211220052001250198-21425-8749180277Cs = 0.442021827.1532.97020.51811.0411282200865051757964324746131230225Total125209491381704406362002239213-633-19311163Log-Person tipe IIICs 0-0.450153088555021827.1533.90190.51811.041130620095866476626381103914021254072003237217-11-114NormalCs = 0-0.4501530885610021827.1534.60010.51811.0411324201059972774133900139676216062KecamatanJumlah Toko/RukoJumlah Pasar8200423522341773302Asumsi201160673762303906939742215714920052312246321821028R24 = 282 mm201264528770994359646245231468Mojogedang48610200622322911116125613548Analisis Intensitas Curah Hujan201366029772264380246565233622Karanganyar90411200722923112155192823991Waktu konsentrasiJumlah6280767520714154174380302233594Karangpandan34312200821723516270444773140to10AsumsiMatesih234132009198237193536624124396td33.361PDRB TOTALTotal19517142010224237193606841129870tc = to + td43.361TahunKecamatanJumlah152011193239204188543174630Cs0.722MojogedangKaranganyarKarangpandanMatesih162012264250321007319441013566Intensitas2004213597.25347595.97175847.25160818.97897859.44172013172264462099961954407622R242822005238908.85402608.56197487.13177544.261016548.8Jumlah3711.811797-12723218101989T42006268090.33456863.12221383.22136914.721083251.39X218.3I39.03mm/jam2007298899.51506347.79246075.64144471.461195794.4S27.15341864521.63mm/hari2008337433.31567697.79276103.02153024.521334258.6400000001Cs-0.45015308852009383175.89693936.81312988.08284318.831674419.6100000003Ck2.86409099532010439222.93727532.27358531.72324779.741850066.66Cv0.12436383872011467150.14800823.01381051.19345904.961994929.29999999982012512892.78878663.96424775.29388641.322204973.352013544720.83954785.75460583.42435019.962395109.96Jumlah3704091.82000000036336855.033054825.962551438.739999999815647211.549999997

PP WP GrafikPROYEKSI PENDUDUK WILAYAH PERENCANAAN KABUPATEN KARANGANYARMETODE LINEARNilaiMetodeLinearLogaritmikEksponensialR20,8520,7270,854Catatan :Metode terpilih adalah EksponensialKarena R2 paling mendekati 1Metode EksponesialTahunTahun ke (x)Jumlah Penduduk (jiwa)y = 205193e0,03x200912114429056820102217881905682011322451790568Metode Eksponesial2012423135490568TahunTahun ke (x)Jumlah Penduduk (jiwa)2013523840090568y = 205193e0,03x201462456619056820146245,661201572531429056820157253,142201682608519056820168260,851METODE LOGARITMIK201792687969056820179268,79620181027698290568201810276,98220191128541790568201911285,41720201229410990568202012294,10920211330306690568202113303,06620221431229690568202214312,29620231532180790568202315321,80720241633160790568202416331,60720251734170690568202517341,70620261835211390568202618352,11320271936283690568202719362,83620282037388690568202820373,88620292138527390568202921385,27320302239700690568203022397,006203123409096905682032244215559056820332543439490568METODE EKSPONENSIAL2034264476239056820352746125590568

P PDRB WP GrafikPROYEKSI PDRB WILAYAH PERENCANAAN KABUPATEN KARANGANYARMETODE LINEARNilaiMetodeLinearLogaritmikEksponensialR20,9960,9260,998Catatan :Metode terpilih adalah EksponensialKarena R2 paling mendekati 1Metode EksponesialMetode EksponesialTahunTahun ke (x)PDRB (RP juta)TahunTahun ke (x)PDRB (RP juta)y = 1536739e0,09xy = 1536739e0,09x20091168146090568201462,637,054.6720102183981190568201572,885,397.4020113201307390568201683,157,127.6420124220265390568201793,454,447.87201352410086905682018103,779,768.03201462637055905682019114,135,724.97201572885397905682020124,525,203.91201683157128905682021134,951,361.75METODE LOGARITMIK201793454448905682022145,417,652.692018103779768905682023155,927,856.252019114135725905682024166,486,107.872020124525204905682025177,096,932.432021134951362905682026187,765,280.962022145417653905682027198,496,570.732023155927856905682028209,296,729.1920241664861089056820292110,172,242.0120251770969329056820302211,130,205.6120261877652819056820271984965719056820282092967299056820292110172242905682030221113020690568203123121783859056820322413325275905682033251458017490568METODE EKSPONENSIAL20342615953251905682035271745563790568

Rekap ProyeksiREKAPITULASI PROYEKSI PENDUDUK DAN PDRB WILAYAH PERENCANAAN

TahunProyeksi PendudukProyeksi PDRB(Jiwa)(Rp Juta)2015253,1422,885,3972016260,8513,157,1282017268,7963,454,4482018276,9823,779,7682019285,4174,135,7252020294,1094,525,2042021303,0664,951,3622022312,2965,417,6532023321,8075,927,8562024331,6076,486,1082025341,7067,096,9322026352,1137,765,2812027362,8368,496,5712028373,8869,296,7292029385,27310,172,2422030397,00611,130,2062031409,09612,178,3852032421,55513,325,2752033434,39414,580,1742034447,62315,953,2512035461,25517,455,637

TS DomTIMBULAN SAMPAH DOMESTIK WILAYAH PERENCANAANNoTahunJumlah Penduduk (jiwa)PDRB (Rp Juta)Pertumbuhan PDRB (%)Timbulan Sampah (L/o/hari)Volume Sampah (m3/hari)Tingkat Pelayanan (%)Volume Sampah Terlayani (m3/hari)12015253,1422,885,39702.50632.86315.8222016260,8513,157,1288.612.72708.26535.4132017268,7963,454,4488.612.73734.80855.1142018276,9823,779,7688.612.74757.621075.7652019285,4174,135,7258.612.74780.741397.5962020294,1094,525,2048.612.74804.5215120.6872021303,0664,951,3628.612.74829.0218145.0882022312,2965,417,6538.612.74854.2720170.8592023321,8075,927,8568.612.74880.2823198.06102024331,6076,486,1088.612.74907.0925226.77112025341,7067,096,9328.612.74934.7228257.05122026352,1137,765,2818.612.74963.1830288.95132027362,8368,496,5718.612.74992.5133322.57142028373,8869,296,7298.612.741022.7435357.96152029385,27310,172,2428.612.741053.8938395.21162030397,00611,130,2068.612.741085.9840434.39172031409,09612,178,3858.612.741119.0643475.60182032421,55513,325,2758.612.741153.1445518.91192033434,39414,580,1748.612.741188.2648564.42202034447,62315,953,2518.612.741224.4450612.22

TS NodomTIMBULAN SAMPAH NON DOMESTIK WILAYAH PERENCANAANUraianSatuanTahun20152016201720182019202020212022202320242025202620272028202920302031203220332034A. PendudukJumlah Pendudukjiwa253,142260,851268,796276,982285,417294,109303,066312,296321,807331,607341,706352,113362,836373,886385,273397,006409,096421,555434,394447,623B. Fasilitas1. PendidikanSDGuru dan Muridjiwa20,94921,58722,24422,92223,62024,33925,08125,84426,63127,44228,27829,13930,02730,94131,88432,85533,85534,88635,94937,043Timbulan SampahL/o/hari0.150.150.150.150.150.150.150.150.150.150.150.150.150.150.150.150.150.150.150.15Jumlah Timbulan SampahL/hari3,142.353,238.053,336.663,438.283,542.993,650.893,762.083,876.653,994.714,116.374,241.734,370.914,504.024,641.194,782.544,928.195,078.275,232.935,392.295,556.51SMPGuru dan Muridjiwa8,1708,4198,6758,9399,2129,4929,78110,07910,38610,70211,02811,36411,71012,06712,43412,81313,20313,60514,02014,447Timbulan SampahL/o/hari0.150.150.150.150.150.150.150.150.150.150.150.150.150.150.150.150.150.150.150.15Jumlah Timbulan SampahL/hari1,225.501,262.821,301.281,340.911,381.751,423.831,467.191,511.871,557.921,605.361,654.251,704.631,756.551,810.041,865.161,921.971,980.502,040.812,102.972,167.01SMAGuru dan Muridjiwa4,0634,1874,3144,4464,5814,7214,8645,0125,1655,3225,4845,6525,8246,0016,1846,3726,5666,7666,9727,184Timbulan SampahL/o/hari0.150.150.150.150.150.150.150.150.150.150.150.150.150.150.150.150.150.150.150.15Jumlah Timbulan SampahL/hari609.45628.01647.14666.84687.15708.08729.64751.87774.76798.36822.67847.73873.54900.15927.56955.81984.921,014.911,045.821,077.672. PerekonomianPasarJumlah Pasarunit1718181919202021222223242425262727282930Luas Pasarm2/unit500500500500500500500500500500500500500500500500500500500500Timbulan SampahL/m2/hari0.400.400.400.400.400.400.400.400.400.400.400.400.400.400.400.400.400.400.400.40Jumlah Timbulan SampahL/hari3,400.003,503.553,610.243,720.193,833.493,950.244,070.544,194.514,322.254,453.884,589.524,729.294,873.325,021.735,174.675,332.265,494.655,661.995,834.426,012.11Toko/RukoJumlah Toko/Rukounit195201207213220227233241248255263271279288297306315325335345Petugasjiwa/unit55555555555555555555Timbulan SampahL/o/hari2.002.002.002.002.002.002.002.002.002.002.002.002.002.002.002.002.002.002.002.00Jumlah Timbulan SampahL/hari1,950.002,009.392,070.582,133.642,198.622,265.582,334.572,405.672,478.942,554.432,632.222,712.392,794.992,880.112,967.833,058.213,151.353,247.323,346.213,448.123. PerkantoranKantorJumlah Kantorunit55556666677777888899Pegawaijiwa/unit1515151515151515151515151515151515151515Timbulan SampahL/o/hari0.750.750.750.750.750.750.750.750.750.750.750.750.750.750.750.750.750.750.750.75Jumlah Timbulan SampahL/hari56.2557.9659.7361.5563.4265.3567.3469.3971.5173.6975.9378.2480.6283.0885.6188.2290.9093.6796.5399.47C. Total Timbulan Sampah Non DomestikL/hari10,383.5510,699.7811,025.6311,361.4111,707.4212,063.9612,431.3712,809.9613,200.0813,602.0814,016.3314,443.1914,883.0515,336.3015,803.3616,284.6516,780.5917,291.6317,818.2418,360.89m3/hari10.3810.7011.0311.3611.7112.0612.4312.8113.2013.6014.0214.4414.8815.3415.8016.2816.7817.2917.8218.36m3/tahun3,790.003,905.424,024.364,146.924,273.214,403.354,537.454,675.634,818.034,964.765,115.965,271.765,432.315,597.755,768.235,943.906,124.926,311.456,503.666,701.72kg/hari3,115.073,209.933,307.693,408.423,512.233,619.193,729.413,842.993,960.024,080.624,204.904,332.964,464.914,600.894,741.014,885.395,034.185,187.495,345.475,508.27ton/hari3.123.213.313.413.513.623.733.843.964.084.204.334.464.604.744.895.035.195.355.511. Tingkat Pelayanan%3581013151820232528303335384043454850D. Total Timbulan Sampah Non Domestik Terlayanim3/hari0.260.530.831.141.461.812.182.562.973.403.854.334.845.375.936.517.137.788.469.18

Total TSTOTAL TIMBULAN SAMPAH WILAYAH PERENCANAANNoTahun Timbulan Sampah Domestik (m3/hari)Timbulan Sampah Non Domestik (m3/hari)Total Timbulan Sampah (m3/hari)Akumulasi Total Timbulan Sampah (m3/hari)1201515.820.2616.0816.082201635.410.5335.9552.033201755.110.8355.94107.974201875.761.1476.90184.865201997.591.4699.06283.9262020120.681.81122.49406.4172021145.082.18147.25553.6682022170.852.56173.42727.0892023198.062.97201.03928.11102024226.773.40230.171158.28112025257.053.85260.901419.18122026288.954.33293.291712.47132027322.574.84327.402039.87142028357.965.37363.332403.20152029395.215.93401.132804.34162030434.396.51440.913245.24172031475.607.13482.733727.97182032518.917.78526.694254.67192033564.428.46572.894827.55202034612.229.18621.405448.96

Komposisi SampahKOMPOSISI SAMPAH WILAYAH PERENCANAANKomposisi Sampah Kab KaranganyarNo.Komposisi Sampah%TahunTimbulan Sampah Komposisi Sampah1Kertas 5KertasKacaPlastikLogamKayuKainKaretOrganikLain-Lain2Kaca 3(m3/hari)(m3/hari)(m3/hari)(m3/hari)(m3/hari)(m3/hari)(m3/hari)(m3/hari)(m3/hari)(m3/hari)3Plastik205%3%20%1%2%2%2%63%2%4Logam1201516.080.800.483.220.160.320.320.3210.130.325Kayu2201635.951.801.087.190.360.720.720.7222.650.726Kain2201755.942.801.6811.190.561.121.121.1235.241.127Karet2201876.903.842.3115.380.771.541.541.5448.451.548Organik63201999.064.952.9719.810.991.981.981.9862.401.989Lain-Lain22020122.496.123.6724.501.222.452.452.4577.172.45Total1002021147.257.364.4229.451.472.952.952.9592.772.952022173.428.675.2034.681.733.473.473.47109.253.472023201.0310.056.0340.212.014.024.024.02126.654.022024230.1711.516.9146.032.304.604.604.60145.014.602025260.9013.057.8352.182.615.225.225.22164.375.222026293.2914.668.8058.662.935.875.875.87184.775.872027327.4016.379.8265.483.276.556.556.55206.266.552028363.3318.1710.9072.673.637.277.277.27228.907.272029401.1320.0612.0380.234.018.028.028.02252.718.022030440.9122.0513.2388.184.418.828.828.82277.778.822031482.7324.1414.4896.554.839.659.659.65304.129.652032526.6926.3315.80105.345.2710.5310.5310.53331.8210.532033572.8928.6417.19114.585.7311.4611.4611.46360.9211.462034621.4031.0718.64124.286.2112.4312.4312.43391.4812.43

3RPERHITUNGAN 3RNo.TahunTimbulan Sampah Sebelum 3R (m3/hari)% 3RSampah Terolah (m3/hari)Timbulan Sampah Setelah 3R (m3/hari)Akumulasi Sampah Masuk TPA (m3/hari)1201516.080.00.0016.0816.082201635.952.60.9535.0051.083201755.945.32.9452.99104.084201876.907.96.0770.83174.905201999.0610.510.4388.63263.5362020122.4913.216.12106.37369.9072021147.2515.823.25124.00493.9182022173.4218.431.94141.47635.3892023201.0321.142.32158.71794.09102024230.1723.754.51175.66969.74112025260.9026.368.66192.241161.99122026293.2928.984.90208.391370.38132027327.4031.6103.39224.011594.39142028363.3334.2124.30239.031833.42152029401.1336.8147.79253.352086.77162030440.9139.5174.04266.872353.63172031482.7342.1203.26279.482633.11182032526.6944.7235.63291.072924.18192033572.8947.4271.37301.523225.69202034621.4050.0310.70310.703536.40sesuai dengan tingkat pelayanan akhir

Kebutuhan LahanANALISIS KEBUTUHAN LAHAN TPANo.UraianSatuanTahun201520162017201820192020202120222023202420252026202720282029203020312032203320341Berat Jenis Sampah Semulakg/m33003003003003003003003003003003003003003003003003003003003002Berat Jenis Sampah Setelah Pemadatankg/m36006006006006006006006006006006006006006006006006006006006003Volume Sisa Setalah Dipadatkan%50505050505050505050505050505050505050504Sampah yang Masukm3/hari16.0835.0052.9970.8388.63106.37124.00141.47158.71175.66192.24208.39224.01239.03253.35266.87279.48291.07301.52310.705Ketinggian Lapisan Sampahm666666666666666666666Volume Sampah Setelah Dipadatkanm3/hari8.0417.5026.5035.4144.3153.1962.0070.7479.3687.8396.12104.19112.01119.52126.67133.43139.74145.53150.76155.357Volume Sampah per tahunm32,934.786,387.839,671.2512,926.0316,174.7119,412.5922,630.5625,818.3028,964.6732,057.6535,084.3438,030.8840,882.4543,623.1646,236.0148,702.8751,004.3453,119.7755,027.1256,702.958Kebutuhan LahanHa0.050.110.160.220.270.320.380.430.480.530.580.630.680.730.770.810.850.890.920.959Kumulatif Kebutuhan LahanHa0.050.160.320.530.801.131.501.932.422.953.534.174.855.586.357.168.018.899.8110.7610Tanah Penutup Harian%151515151515151515151515151515151515151511Kebutuhan Tanah Penutup Harianm3/hari1.212.633.975.316.657.989.3010.6111.9013.1714.4215.6316.8017.9319.0020.0120.9621.8322.6123.3012Kebutuhan Tanah Penutup Harian per tahunm3440.22958.171,450.691,938.902,426.212,911.893,394.583,872.754,344.704,808.655,262.655,704.636,132.376,543.476,935.407,305.437,650.657,967.978,254.078,505.4413Kumulatif Kebutuhan Tanah Penutup Harianm3/hari1.213.837.8113.1219.7627.7437.0447.6559.5672.7387.15102.78119.58137.51156.51176.52197.48219.31241.93265.2314Kumulatif Kebutuhan Tanah Penutup Harian per tahunm3440.221,398.392,849.084,787.987,214.1910,126.0813,520.6617,393.4121,738.1126,546.7631,809.4137,514.0443,646.4150,189.8857,125.2864,430.7172,081.3680,049.3388,303.4096,808.84

Volume Sampah yang Masuk TPAm3/tahun2,934.786,387.839,671.2512,926.0316,174.7119,412.5922,630.5625,818.3028,964.6732,057.6535,084.3438,030.8840,882.4543,623.1646,236.0148,702.8751,004.3453,119.7755,027.1256,702.95Kebutuhan Tanah Penutup per Tahunm3/tahun440.22958.171,450.691,938.902,426.212,911.893,394.583,872.754,344.704,808.655,262.655,704.636,132.376,543.476,935.407,305.437,650.657,967.978,254.078,505.44Volume Sel Harianm39.2520.1330.4740.7350.9661.1671.3081.3591.26101.00110.54119.82128.81137.44145.68153.45160.70167.36173.37178.65Luas Sel Harianm29.2520.1330.4740.7350.9661.1671.3081.3591.26101.00110.54119.82128.81137.44145.68153.45160.70167.36173.37178.65

Rekap Keb LahanREKAPITULASI KEBUTUHAN LAHANNo.TahunVolume Sampah Ketinggian Lapisan SampahKebutuhan LahanKumulatif Kebutuhan LahanTanah Penutup Kumulatif Tanah Penutup Kebutuhan Lahan Total (Volume Sampah + Tanah Penutup)Kumulatif Kebutuhan Lahan Total(m3/hari)(m3/tahun)(m)(Ha)(Ha)(m3/hari)(m3/hari)(m3/hari)(m3/tahun)(m3/tahun)120158.042,934.786.000.050.051.211.219.253,374.993,374.992201617.506,387.836.000.110.162.633.8320.137,346.0110,721.003201726.509,671.256.000.160.323.977.8130.4711,121.9421,842.944201835.4112,926.036.000.220.535.3113.1240.7314,864.9436,707.885201944.3116,174.716.000.270.806.6519.7650.9618,600.9155,308.796202053.1919,412.596.000.321.137.9827.7461.1622,324.4777,633.277202162.0022,630.566.000.381.509.3037.0471.3026,025.14103,658.418202270.7425,818.306.000.431.9310.6147.6581.3529,691.05133,349.469202379.3628,964.676.000.482.4211.9059.5691.2633,309.37166,658.8310202487.8332,057.656.000.532.9513.1772.73101.0036,866.30203,525.1311202596.1235,084.346.000.583.5314.4287.15110.5440,346.99243,872.12122026104.1938,030.886.000.634.1715.63102.78119.8243,735.51287,607.63132027112.0140,882.456.000.684.8516.80119.58128.8147,014.82334,622.45142028119.5243,623.166.000.735.5817.93137.51137.4450,166.63384,789.08152029126.6746,236.016.000.776.3519.00156.51145.6853,171.42437,960.50162030133.4348,702.876.000.817.1620.01176.52153.4556,008.30493,968.79172031139.7451,004.346.000.858.0120.96197.48160.7058,654.99552,623.79182032145.5353,119.776.000.898.8921.83219.31167.3661,087.74613,711.53192033150.7655,027.126.000.929.8122.61241.93173.3763,281.19676,992.72202034155.3556,702.956.000.9510.7623.30265.23178.6565,208.39742,201.11

Volume ZonaPERHITUNGAN VOLUME ZONA TIMBUNANZonaLiftPerhitungan VolumeVolume Zona (m3)Volume Total (m3)a (m)b (m)h (m)L (m2)l (m)V (m3)KetI1688232259020,250VPT44,372564,5706750buat Q lindi2826132158317,804VPT5934.5351303122526,318VPT2106

II1154168348318689,838VPT380,214299462163348918088,020VB293403160348014871,040VB236804156346811855,224VB18408515334598739,933VB13311615034505625,200VB8400715113034222610,959VPT3653

III1148162346511352,545VPT139,985175152162141345510648,177VPT16059313111033627527,113VPT9037.541008032704512,150VPT4050

Keterangan :VPT = diasumsikan Volume Prisma TrapesiumVB = diasumsikan Volume BalokSemua dimensi diatas didapat dari potongan memanjang dan melintang tiap zona timbunan

Umur TPAPERHITUNGAN UMUR TPATahunTotal Timbunan SampahKapasitas (m3)Umur PakaiKumulatif Umur TPAZona IZona IIZona III(m3/hari)(m3/tahun)44,371.50380,214.00139,984.50(hari)(tahun)(tahun)20158.042,934.7841,436.7236511201617.506,387.8335,048.8936512201726.509,671.2525,377.6436513201835.4112,926.0312,451.6136514201944.3116,174.713,723.10376,490.90840.234202053.1919,412.59357,078.3136515202162.0022,630.56334,447.7636516202270.7425,818.30308,629.4536517202379.3628,964.67279,664.7836518202487.8332,057.65247,607.1336519202596.1235,084.34212,522.793651102026104.1938,030.88174,491.913651112027112.0140,882.45133,609.463651122028119.5243,623.1689,986.303651132029126.6746,236.0143,750.293651142030133.4348,702.874,952.58135,031.92370.10142031139.7451,004.3484,027.573651152032145.5353,119.7730,907.803651162033150.7655,027.1224,119.321600.44172034155.3556,702.95Kesimpulan :Umur TPA hanya bisa sampai 17 tahunKotak kuning merupakan kapasitas terakhir zona timbunanUmur TPA telah habisUmur Zona telah habis

Volume Zona+TPPERHITUNGAN VOLUME ZONA TIMBUNAN (Ditambah Tanah Penutup)ZonaLiftPerhitungan VolumeVolume Zona (m3)Volume Total (m3)a (m)b (m)h (m)L (m2)l (m)V (m3)KetI168823.452599023,288VPT51,027649,256282613.452478320,474VPT351303.45140527,266VPT

II11541683.45555186103,314VPT437,24621633.45562180101,223VB31603.4555214881,696VB41563.4553811863,508VB51533.455288745,923VB61503.455185628,980VB71511303.454852612,603VPT

III11481623.4553511360,427VPT160,98221621413.4552310655,404VPT31311103.454167531,179VPT4100803.453114513,973VPT

Keterangan :VPT = diasumsikan Volume Prisma TrapesiumVB = diasumsikan Volume BalokSemua dimensi diatas didapat dari potongan memanjang dan melintang tiap zona timbunan

Umur TPA+TPPERHITUNGAN UMUR TPA (Ditambah Tanah Penutup)TahunTotal Timbunan SampahKapasitas (m3)Umur PakaiKumulatif Umur TPAZona IZona IIZona III(m3/hari)(m3/tahun)51,027.23437,246.10160,982.18(hari)(tahun)(tahun)20159.253,374.9947,652.2336511201620.137,346.0140,306.2236512201730.4711,121.9429,184.2836513201840.7314,864.9414,319.3536514201950.9618,600.914,281.57432,964.53840.234202061.1622,324.47410,640.0636515202171.3026,025.14384,614.9236516202281.3529,691.05354,923.8736517202391.2633,309.37321,614.49365182024101.0036,866.30284,748.19365192025110.5440,346.99244,401.213651102026119.8243,735.51200,665.693651112027128.8147,014.82153,650.883651122028137.4450,166.63103,484.243651132029145.6853,171.4250,312.833651142030153.4556,008.305,695.47155,286.71370.10142031160.7058,654.9996,631.713651152032167.3661,087.7435,543.973651162033173.3763,281.1927,737.221600.44172034178.6565,208.39Kesimpulan :Umur TPA hanya bisa sampai 17 tahunKotak kuning merupakan kapasitas sisa

Q LindiPERHITUNGAN DEBIT LINDIZonaLiftLuas Area dioperasikan (A1) km2Luas Area dicover soil (A2) km2C1C2(A1 x C1) + (A2x C2)Intensitas Curah Hujan (mm/hari)Q Zona Pengolahan Q Zona Pengolahan Q Zona PengumpulQ Zona Pengumpul(m3/detik)(m3/hari)(m3/detik)(m3/hari)I10.0067500.0000000.60.360.004050039.030.000043943.796756680.000052734.5561080220.0059350.0067500.60.360.005990739.030.000065005.616106240.000078006.7393274830.0021060.0126850.60.360.005830039.030.000063265.465473430.000075916.55856812

II10.0299460.0000000.60.360.017967639.030.0001949516.844100090.0002339520.2129201120.0293400.0299460.60.360.028384639.030.0003079826.609695770.0003695831.9316349230.0236800.0592860.60.360.035551039.030.0003857433.327986410.0004628939.9935836940.0184080.0829660.60.360.040912639.030.0004439238.354329770.0005327046.0251957250.0133110.1013740.60.360.044481239.030.0004826441.699863010.0005791650.0398356260.0084000.1146850.60.360.046326639.030.0005026643.429834100.0006031952.1158009270.0036530.1230850.60.360.046502439.030.0005045743.594641470.0006054852.31356976

III10.0175150.0000000.60.360.010509039.030.000114039.851880490.0001368311.8222565820.0160590.0175150.60.360.015940839.030.0001729614.944034300.0002075617.9328411630.0090380.0335740.60.360.017509139.030.0001899816.414307230.0002279819.6971686840.0040500.0426120.60.360.017770139.030.0001928116.658987110.0002313719.99078453Q Total0.0007623865.86973481210.000914857479.0436817745

Penjumlahan Q lindi terbesar tiap zona

D LindiPERHITUNGAN DIAMETER PIPA LINDIZonaPipaJenis PipaQ TotalAsumsiPerencanaanPerubahanDari Ke(m3/detik)d/DQp/QfQfullnSlopeD pipaD pipa dipilihQfullAV fullQp/Qfd/DVp/VfVpVSlopeDV(m3/det)(m/m)(m)(mm)(m)(mm)(m3/det)(m2)(m/det)(m/det)(m/det)(m/m)(m)(m/det)I1aServis0.000019500.680.80540.000019500.0160.050.00986513159.86513145840.33000.1760.070652.48583353150.000111030.03288377150.180.44745003571.94430.050.31.9443abLateral0.000019500.680.80540.000019500.0160.050.00986513159.86513145840.33000.1760.070652.48583353150.000111030.03288377150.180.44745003571.94430.050.31.94432bServis0.000019500.680.80540.000019500.0160.050.00986513159.86513145840.33000.1760.070652.48583353150.000111030.03288377150.180.44745003571.94430.050.31.9443bcLateral0.000039000.680.80540.000039000.0160.050.012793492712.79349268710.33000.1760.070652.48583353150.000222070.04264497560.230.571741.94430.050.31.94433cServis0.000019500.680.80540.000019500.0160.050.00986513159.86513145840.33000.1760.070652.48583353150.000111030.03288377150.250.621461.94430.050.31.9443cdLateral0.000058500.680.80540.000058500.0160.050.014894411514.89441146860.33000.1760.070652.48583353150.000333100.04964803820.230.571741.94430.050.31.94434dServis0.000019500.680.80540.000019500.0160.050.00986513159.86513145840.33000.1760.070652.48583353150.000111030.03288377150.180.447451.94430.050.31.9443dKP1Lateral0.000078000.680.80540.000078000.0160.050.016591107416.59110735870.33000.1760.070652.48583353150.000444140.05530369120.250.621461.94430.050.31.9443

III1aServis0.000057840.680.80540.000057840.0160.030.016322230116.3222301210.33000.1360.070651.92551837380.000425200.05440743370.250.481381.50610.030.31.5061abLateral0.000057840.680.80540.000057840.0160.030.016322230116.3222301210.33000.1360.070651.92551837380.000425200.05440743370.250.481381.50610.030.31.50612bServis0.000057840.680.80540.000057840.0160.030.016322230116.3222301210.33000.1360.070651.92551837380.000425200.05440743370.250.481381.50610.030.31.5061bcLateral0.000115690.680.80540.000115690.0160.030.021167313621.1673136410.33000.1360.070651.92551837380.000850410.07055771210.280.539151.50610.030.31.50613cServis0.000057840.680.80540.000057840.0160.030.016322230116.3222301210.33000.1360.070651.92551837380.000425200.05440743370.250.481381.50610.030.31.5061cdLateral0.000173530.680.80540.000173530.0160.030.024643362624.64336258790.33000.1360.070651.92551837380.001275610.0821445420.320.616171.50610.030.31.50614dServis0.000057840.680.80540.000057840.0160.030.016322230116.3222301210.33000.1360.070651.92551837380.000425200.05440743370.250.481381.50610.030.31.5061

IIdeLateral0.000231370.680.80540.00023137480.0160.040.026009139326.00913926910.33000.1570.070652.22339710290.00147294620.08669713090.320.711491.73910.040.31.73915eServis0.000151370.680.80540.00015137030.0160.040.022183122522.18312251180.33000.1570.070652.22339710290.00096363250.07394374170.280.622551.73910.040.31.7391efLateral0.000382750.680.80540.00038274510.0160.040.03141221531.41221495560.33000.1570.070652.22339710290.00243657870.10470738320.40.889361.73910.040.31.73916fServis0.000151370.680.80540.00015137030.0160.040.022183122522.18312251180.33000.1570.070652.22339710290.00096363250.07394374170.280.622551.73910.040.31.7391fgLateral0.000534120.680.80540.00053411540.0160.040.035593492435.59349240550.33000.1570.070652.22339710290.00340021120.11864497470.410.911591.73910.040.31.73917gServis0.000151370.680.80540.00015137030.0160.040.022183122522.18312251180.33000.1570.070652.22339710290.00096363250.07394374170.280.622551.73910.040.31.7391ghLateral0.000685490.680.80540.00068548570.0160.040.039084704939.08470485760.33000.1570.070652.22339710290.00436384360.13028234950.430.956061.73910.040.31.73918hServis0.000151370.680.80540.00015137030.0160.040.022183122522.18312251180.33000.1570.070652.22339710290.00096363250.07394374170.280.622551.73910.040.31.7391hKP2Lateral0.000836860.680.80540.0008368560.0160.040.042121270342.12127031140.33000.1570.070652.22339710290.00532747610.14040423440.451.000531.73910.040.31.7391

KP2KP1Induk0.000836860.680.80540.0008368560.0160.040.042121270342.12127031140.53000.6130.196253.12600847730.00136411470.08424254060.321.000322.44880.040.52.4488KP1IPLInduk0.000914860.680.80540.00091485740.0160.040.043552689243.55268921560.53000.6130.196253.12600847730.00149126080.08710537840.321.000322.44880.040.52.4488Keterangan :KP 1 = Kolam Pengumpul 1KP 2 = Kolam Pengumpul 2

IPLPERHITUNGAN INSTALASI PENGOLAHAN LINDI

KOLAM PENGUMPUL 1KOLAM ANAEROBIKKOLAM FAKULTATIFKOLAM MATURASIKriteria Desain (Parker, 1975)Kriteria DesainKriteria DesainKriteria DesainWaktu detensi< 10 menitKedalaman2,5-5 mKedalaman1-2mKedalaman1-1,5mKedalaman minimum0,585 mEfisiensi Pengolahan50%-85%Efisiensi Pengolahan70-80%Efisiensi Pengolahan60-80%Waktu detensi3-5 hariWaktu detensi5-30 hariWaktu detensi7 - 20 hariDesain TerpilihBeban Volumetrik300 mg/L.hariBeban Organik56-135 kg/Ha.hariBeban Organik