BAR SCREEN1DESIGN FLOW OF BAR SCREENNumber of intake: 1Design flow400 m3/d16.6667 m3/h0.0046 m3/sHydraulic coefficient for the hydraulic elements:1.5Design flow: 0.0069 m3/s
2FUNCTION OF BAR SCREENTo remove floating debris
3DIMENSIONS BAR SCREENHWL = 0.806m1.116LWL = 0.558m0.248Elevation of the river bed: 0.248m Number of bar screen:1unit Width0.31mLength0.558mArea of each =0.17m2Flow of each bar screen: 0.0069 m3/sVelocity at the bar screen v = 1.25 x q x k / AWhere: q = Design flow k = 22Velocity at the bar screen: 0.1004m/sNote: Note: 0.1 0.3 m/s is the practical guideline
4DESIGN FLOW OF FINE SCREENNumber of intake: 1Design flow400 m3/d16.6667 m3/h0.0046 m3/sHydraulic coefficient for the hydraulic elements:1.5Design flow: 0.0069 m3/s5FUNCTION OF FINE SCREENTo remove small floating objects
6DIMENSIONS FINE SCREENNumber of bar screen:1unitWidth0.24m0.8333333333Length0.288mArea of each = 0.0691m2Flow of each bar screen: 0.0069 m3/sVelocity at the bar screen v = 1.25 x q x k / AWhere: q = Design flow k = 1.691.69 Velocity at the bar screen: 0.2122m/s
Note: Note: 0.1 0.3 m/s is the practical
guideline0.00000786kg/mm3Q4.2m3/jamoperation
time24jam/hari100.8m3/haribesi (weight)SS 304PLATE
STREEPdet20
user: user:menit1/83.185/815.882.262.4kgVol1.4m3
1/83.183/419.052.72.91/83.18125.403.63.8W0.3ERROR:#REF!m1/83.181
1/431.754.54.8Plat streep atau sering disebut juga plat bar
merupakan profil besi yang umum dipakai dalam konstruksi dan
fabrikasi mesin, maupun untuk konstruksi
sipil.L0.65ERROR:#REF!m1/83.18250.8077.6Untuk anda yang memerlukan
dimensi dan berat, anda bisa melihat dalam tabel dibawah
ini:H0.11/83.181 1/238.105.375.730mm3/164.763/419.054.54.3PLATE
STREEP (PLAT BAR)0.03mNoUkuran T x WPanjang
LBeratjumlahERROR:#REF!bar1/46.355/815.883.84.8mminchmeterKgpanjang
plat dibutuhkanERROR:#REF!m1/46.35125.405.97.613 x 161/8 x
5/862.3dibuthkan ERROR:#REF!plat strip1/46.351 1/431.757.59.523 x
191/8 x 3/462.711/46.351 1/238.10911.433 x 251/8 x
163.56dipilih1/46.35250.8011.815.243 x 301/8 x 1 1/464.28Tebal
plat1/4inch1/46.353/419.055.375.753 x 381/8 x 1 1/265.37Lebar
plat2inch1/46.35125.407.087.664.5 x 193/16 x 3/464.03Panjang
Plat6000mm1/46.351 1/431.759.089.574.5 x 253/16 x 165.41/46.351
1/238.1010.811.484.5 x 323/16 x 1 1/466.81/46.351
3/444.4512.713.394.5 x 383/16 x 1 1/268.3harga plat strip ukuran di
atasSS 304Rp3,000,0001/46.35250.8014.415.2104.5 x 503/16 x
2610.61/46.352 1/263.5018.419.0116 x 193/16 x 3/465.4Biaya
pembelian platERROR:#REF!1/46.35376.202222.8126 x253/16 x
167.13AccessoriesERROR:#REF!1/46.354101.6028.230.4136 x 323/16 x 1
1/469.2Grand totERROR:#REF!5/167.941 1/238.1014.314.3146 x 383/16 x
1 1/2610.835/167.94125.409.59.5156 x 503/16 x
2614.555/167.94250.8018.919.0166 x 653/16 x 2
1/2618.533/89.533/419.0588.6176 x 753/16 x
3621.53/89.53125.4010.611.4186 x 853/16 x 3 1/2625.53/89.531
1/431.7513.614.3196 x 1003/16 x 4628.513/89.531 1/238.101617.1206 x
1253/16 x 5635.633/89.53250.8021.222.8216 x 1503/16 x
6644.53/89.532 1/263.5027.628.5229 x253/8 x
1610.73/89.53376.203234.2239 x 323/8 x 1
1/46143/89.534101.6042.545.6249 x 383/8 x 1 1/2616.251/212.701
1/238.1021.522.8259 x 503/8 x 2621.51/212.700.0031.50.0269 x 653/8
x 2 1/2627.81/212.70376.2042.445.6279 x 753/8 x
3632.11/212.704101.6056.660.9289 x 853/8 x 3
1/2638.35/815.880.0037.80.0299 x 1003/8 x 4642.76309 x 1253/8 x
5653.45319 x 1503/8 x 6664.143210 x 383/8 x 1 1/26183312 x 251/2 x
1 1/2614.23412 x 381/2 x 1 1/2621.663512 x 501/2 x 2 1/2628.53612 x
651/2 x 2 1/2637.13712 x 751/2 x 3642.83812 x 1001/2 x 4657.013912
x 1501/2 x 66854016 x 385/8 x 1 1/26294116 x 505/8 x 2 1/26384216 x
655/8 x 2 1/26494316 x 755/8 x 3656.54416 x 1005/8 x 46764516 x
1505/8 x 661134619 x 383/4 x 1 1/26344719 x 503/4 x 2 1/26454819 x
653/4 x 2 1/2658.54919 x 753/4 x 3667.55019 x 1003/4 x 4689.55119 x
1253/4 x 561125219 x 1503/4 x 66134
GREASE TRAP
Q4.2m3/jamL4ft0inc48inc1.2192m1.6234992046m30.4058748012m3operation
time24jam/hariW2ft0inc24inc0.6096m428.8831130547gallon107.2207782637gallon100.8m3/hariH7ft2inc86inc2.1844mdet40
user: user:menitVol2.8m3 750GPM2839.0575LPM170.34345MPH
W1mL2.33mH1.2mFreeboard0.3mHt1.5mTebal plat4mmPanjang Plat2400mmLebar plat1200mmLuas2880000mm22.88m2harga platMSRp1,000,000.00
Estimasi Luas Bak diperlukan18m2Biaya coating FRPRp400,000.00Rp7,066,666.67
Jumlah plat diperlukan7buahBiaya pembelian platRp7,000,000.00
Sub TotalRp14,066,666.97AccessoriesRp1,406,666.70
Grand TotalRp15,473,333.66
Grit ChamberDATAQ200m3/hariWaktu operasi24jam/hari8.3333333333m3/jam0.1388888889m3/min0.0023148148m3/sTypeHorisontal flowdibuat 1grit (channel) dengan proportional weirDetention time60s45-901minKecepatan horisontal (Vh)0.025m/s0.25-0.40.0820209974ft/sDiameter partikel minimal yg diendapkan0.2mm65meshv =kecepatan pengendapan0.75cm/s1-1.30.45m/min0.00750m/sWSg grit2.65Lk0.05Hf0.02FreeboardHtQ channel0.0023148148m3/sLuas Penampang (ACross)0.09m2Luas Permukaan (ASurface)0.31m2
1. BILANGAN REYNOLDKedalaman Air, h0.45m Lebar Grit Chamber0.2058m20.58Panjang Grit Chamber1.50mR0.084NRe =0CheckOKE
2. KECEPATAN SCOURING, VSCVSC =8.05m/sCheckOKEDirencanakanDebit buangan0.0023148148m3/s200m3/hariKadar (kandungan pasir) 30m3per1,000,000m3 Air buanganPengurasan tiap6hariBentuk Grit StorageTrapeziumDIMENSIVolume Pasir dalam 1 hari0.006m3Volume Pengurasan0.036m31.50mDimensi Grit StorageaaPanjang Grit Chamber1.50mbLebar Grit Chamber0.21mbcpanjang dasar trapesium1.27m0.21mdlebar dasar trapesium0.07m0.19t
Luas Permukaan0.3m2Luas Dasar0.1m2dc0.07mVolume Grit Storage0.04m31.27mtinggi trapesium0.19m
3.PROPORTIONAL WEIRDirencanakanQ, debit 0.0023148148m3/s0.082ft3/sa0.1m0.33fty0.2m0.66fth = tinggi muka air di grit chamber0.45m1.47636ft
diperoleh nilai b, =0.02ft0.006mPerbandingan, y/a =2Dari tabel diperoleh, nilai x/b =0.392shgx0.01ftMarsono, "Hidrolika Teknik Penyehatan", Hal : II-53)Dimensi Proportional weir :a0.328ftb0.021ftx0.008fty0.656ftW0.21m300mmERROR:#REF!L1.50m1,500mmERROR:#REF!H0.45m450mmFreeboard0.3m300mmHt0.75m800mmERROR:#REF!Tebal plat4mmPanjang Plat2400mmLebar plat1200mmLuas2880000mm22.88m2harga platMSRp1,000,000.00Jumlah Luas BakERROR:#REF!m2Biaya coating FRPRp400,000.00ERROR:#REF!
Jumlah plat diperlukanERROR:#REF!buahBiaya pembelian platERROR:#REF!
Sub TotalERROR:#REF!AccessoriesERROR:#REF!
Grand TotalERROR:#REF!
Sheet7
Pompa Inlet
Input
PUMPCentrifugalPlantPuskesmasDescriptionXYZNos reqd2SCHEME Project -1Terminal PressureEq Length2 m2.0 BarAP2M500kgSize ID2 ing9.8m/s^2F=W=4900NA0.25m2P19,600N/m2Drum Pressure0.20bar2.84psi0.5 BarAP11.9 m2.00 mElevation
1.2 m
1.3 mLength2 mSize ID1 in0.10 m
OTHER LOSSESSUCTIONDISCHARGEFE / Orifice0.0Other10.0FE/Orifice0.0Filter0.5FE/Orifice0.5Filter0.1Strainer0.1Other20.0Rotametr0.5Margin0.5Rotametr0.5Margin0.5Nozzle0.0Total0.1BarNozzle0.0Total1.5BarNozzle0.0Total1.6FLUID FLOW AND PROPERTY
FluidWaterFlowM3/hr0.50TempC30Densitykg/m31000ViscositycP0.8Vap PressBara0.10
SUCTION SIDE
Suc vessel pressBarA0.5Velocity in suction lineMin liq level
above Pump center linemt1.20.3m/sLine lengthmt2Suc line (ID)in1Line
lossBar0.001Other loss (Inst, str, equip etc)0.1Min suc
pressBarA0.52NPSH Amt4.385% / NPSHA -0.6 mt
dbs2454: DBS:Margin for NPSH-AvailableSelect NPSH min of -1- 85% of
calculated NPSH2- Calculated NPSH - 0.6 mmt3.63.7NPSH A for
datasheetmt3.6
DISCHARGE SIDETerminal pressureBara2.0Velocity in Discharge lineMax static ht above pump center linemt1.90.1m/sLine lengthmt2.0Dis line (ID)in2Line loss (x chk with simulator)Bar0.00Other loss (Inst, Nozz, CV,equip etc)Bar1.5Dis Press reqdBara3.7
PUMP CALCULATIONCalculated difference pressureBar3.2Calculated difference headm32Calcuated hydraulic power (100% eff)kW0.0
REMARKS
RevDatePreparedCheckedApproved210
Pompa InletTypeSentrifugalKapasitas50Liter/menit3m3/hrPower0.2 - 0.7kW/220V/50 HzJumlah2unitHarga5,000,000.00
Pompa Sirkulasi
Input
PUMPCentrifugalPlantPuskesmasDescriptionXYZNos reqd2SCHEME Project -1Terminal PressureEq Length1 m0.5 BarAP2Size ID2 in
Drum Pressure0.0 BarAP12.4 m2.50 mElevation
-1.1 m
-1.0 mLength2 mSize ID1 in0.10 m
OTHER LOSSESSUCTIONDISCHARGEFE / Orifice0.0Other10.0FE/Orifice0.0Filter0.0FE/Orifice0.5Filter0.1Strainer0.1Other20.0Rotametr0.5Margin0.5Rotametr0.5Margin0.5Nozzle0.0Total0.1BarNozzle0.0Total1.0BarNozzle0.0Total1.6FLUID FLOW AND PROPERTY
FluidWaterFlowM3/hr1TempC30Densitykg/m31000ViscositycP0.8Vap PressBara0.10
SUCTION SIDE
Suc vessel pressBarA0.0Velocity in suction lineMin liq level
above Pump center linemt-1.10.3m/sLine lengthmt2Suc line
(ID)in1Line lossBar0.001Other loss (Inst, str, equip etc)0.1Min suc
pressBarA-0.21NPSH Amt-3.185% / NPSHA -0.6 mt
dbs2454: DBS:Margin for NPSH-AvailableSelect NPSH min of -1- 85% of
calculated NPSH2- Calculated NPSH - 0.6 mmt-2.7-3.7NPSH A for
datasheetmt-3.7
DISCHARGE SIDETerminal pressureBara0.5Velocity in Discharge lineMax static ht above pump center linemt2.40.1m/sLine lengthmt1.0Dis line (ID)in2Line loss (x chk with simulator)Bar0.00Other loss (Inst, Nozz, CV,equip etc)Bar1.0Dis Press reqdBara1.7
PUMP CALCULATIONCalculated difference pressureBar1.9Calculated difference headm20Calcuated hydraulic power (100% eff)kW0.0
REMARKS
RevDatePreparedCheckedApproved210
Pompa SirkulasiTypeSentrifugalKapasitas30Liter/menit1.8m3/hrPower0.2 - 0.7kW/220V/50 HzJumlah2unitHarga5,000,000
Pompa Filter
Input
PUMPCentrifugalPlantPuskesmasDescriptionXYZNos reqd2SCHEME Project -1Terminal PressureEq Length2 m2.0 BarAP2M500kgSize ID2 ing9.8m/s^2F=W=4900NA0.25m2P19,600N/m2Drum Pressure0.20bar2.84psi0.5 BarAP11.9 m2.00 mElevation
1.2 m
1.3 mLength2 mSize ID1 in0.10 m
OTHER LOSSESSUCTIONDISCHARGEFE / Orifice0.0Other10.0FE/Orifice0.0Filter0.5FE/Orifice0.5Filter0.1Strainer0.1Other20.0Rotametr0.5Margin0.5Rotametr0.5Margin0.5Nozzle0.0Total0.1BarNozzle0.0Total1.5BarNozzle0.0Total1.6FLUID FLOW AND PROPERTY
FluidWaterFlowM3/hr0.50TempC30Densitykg/m31000ViscositycP0.8Vap PressBara0.10
SUCTION SIDE
Suc vessel pressBarA0.5Velocity in suction lineMin liq level
above Pump center linemt1.20.3m/sLine lengthmt2Suc line (ID)in1Line
lossBar0.001Other loss (Inst, str, equip etc)0.1Min suc
pressBarA0.52NPSH Amt4.385% / NPSHA -0.6 mt
dbs2454: DBS:Margin for NPSH-AvailableSelect NPSH min of -1- 85% of
calculated NPSH2- Calculated NPSH - 0.6 mmt3.63.7NPSH A for
datasheetmt3.6
DISCHARGE SIDETerminal pressureBara2.0Velocity in Discharge lineMax static ht above pump center linemt1.90.1m/sLine lengthmt2.0Dis line (ID)in2Line loss (x chk with simulator)Bar0.00Other loss (Inst, Nozz, CV,equip etc)Bar1.5Dis Press reqdBara3.7
PUMP CALCULATIONCalculated difference pressureBar3.2Calculated difference headm32Calcuated hydraulic power (100% eff)kW0.0
REMARKS
RevDatePreparedCheckedApproved210
Pompa FilterTypeSentrifugalKapasitas50Liter/menit3m3/hrPower0.2 - 0.7kW/220V/50 HzJumlah2unitHarga5,000,000
Pompa Backwash
Input
PUMPCentrifugalPlantPuskesmasDescriptionXYZNos reqd2SCHEME Project -1Terminal PressureEq Length2 m2.5 BarAP2M500kgSize ID2 ing9.8m/s^2F=W=4900NA0.25m2P19,600N/m2Drum Pressure0.20bar2.84psi0.5 BarAP10.4 m0.50 mElevation
1.2 m
1.3 mLength2 mSize ID1 in0.10 m
OTHER LOSSESSUCTIONDISCHARGEFE / Orifice0.0Other10.0FE/Orifice0.0Filter1.0FE/Orifice0.5Filter0.1Strainer0.1Other20.0Rotametr0.5Margin0.5Rotametr0.5Margin0.5Nozzle0.0Total0.1BarNozzle0.0Total2.0BarNozzle0.0Total1.6FLUID FLOW AND PROPERTY
FluidWaterFlowM3/hr0.50TempC30Densitykg/m31000ViscositycP0.8Vap PressBara0.10
SUCTION SIDE
Suc vessel pressBarA0.5Velocity in suction lineMin liq level
above Pump center linemt1.20.3m/sLine lengthmt2Suc line (ID)in1Line
lossBar0.001Other loss (Inst, str, equip etc)0.1Min suc
pressBarA0.52NPSH Amt4.385% / NPSHA -0.6 mt
dbs2454: DBS:Margin for NPSH-AvailableSelect NPSH min of -1- 85% of
calculated NPSH2- Calculated NPSH - 0.6 mmt3.63.7NPSH A for
datasheetmt3.6
DISCHARGE SIDETerminal pressureBara2.5Velocity in Discharge lineMax static ht above pump center linemt0.40.1m/sLine lengthmt2.0Dis line (ID)in2Line loss (x chk with simulator)Bar0.00Other loss (Inst, Nozz, CV,equip etc)Bar2.0Dis Press reqdBara4.5
PUMP CALCULATIONCalculated difference pressureBar4.0Calculated difference headm41Calcuated hydraulic power (100% eff)kW0.1
REMARKS
RevDatePreparedCheckedApproved210
Pompa BackwashTypeSentrifugalKapasitas50Liter/menit3m3/hrPower0.2 - 0.7kW/220V/50 HzJumlah1unitHarga5,000,000
Ozone generator
Qlimbah0.5m3/hr500L/hr8.33lpmConcentration80g/m3seharusnyaERROR:#DIV/0!g/hr0.667g/menit40.0g/hrppm O337,360.00ppm O3Faktor Konversi :1 g O3 / m3 = 467 PPM O31 PPM O3 = 2.14 mg O3/m3100 pphm (parts per hundred million) = 1 ppm (parts per million)0L/hrSterilisasi 3 m3 = 5 gram O3
Dipilih Ozone generator40 gram/hSpesifikasiTabung Reactor Corona : Stenless 304.- Issolator Corona : Glass FIREX - Teflon - Nilon.- Air Compressor : Ressun ACO 007.- Generator Pembangkit HV - Trafo.- Pendingin Fan.- Air Drayer Elektrik , Auto ON - Off / Control DigitalHargaRp22,000,000
High Capacity Ozone Generator 10 gram/hSpesifikasi:- Tabung Reactor Corona : Stenless 304.- Issolator Corona : Glass FIREX - Teflon - Nilon.- Air Compressor : Ressun ACO 003.- Generator Pembangkit HV - Trafo.- Pendingin Fan.- Air Drayer Elektrik , Auto ON - Off / Control Digital.
Asesories :- Volt Meter Digital.- Ampere Meter Digital.- Air Drayer Temperatur Control Digital.- Hour Meter Analog.- ampu Indicator Mesin.- Box Pannel Powder Couting : 40 x 60 x 25 cm.- Berat 40 kg.- 220 Volt - 80 Watt
tabung oksigenQ0.5m3/hrDESKRIPSI500L/hr8.33lpm
Kebutuhan oksigen35m3Jumlah tabung oksigen diperlukan6.00tabungharga per tabungRp1,600,000Total hargaRp9,600,000http://umpgas.com/product/0/1/OXYGEN-O2#/image-product/img1-1329029207.jpgOXYGEN (O2) atau zat asam adalah unsur kimia yang tidak berbau, tidak berwarna, tidak berasa, tidak terbakar tapi dapat membantu pembakaran (Oksidator), sangat diperlukan makhluk hidup. OXYGEN (O2) dalam udara sebagian besar diproduksi dengan cara destilasi udara pada suhu rendah dan menggunakan mesin produksi dan alat control yang handal untuk memperoleh oksigen dengan kemurniaan tinggi (>99,6%), atau dengan system PSA (Pressure Swing Adsorbtion), atau dengan sistem VPSA ( Vaccum Pressure Swing Adsorbtion), atau dengan sistem membran.Dalam atmosfir kandungan OXYGEN (O2) sekitar 20,9%.OXYGEN (O2) dihasilkan dari air menggunakan cyanobacteria, ganggang, dan tanaman saat melakukan fotosintesa, digunakan untuk pernafasan sel semua makhluk hidup di dunia.
Kemasan
OXYGEN (O2) gas dikemas dalam cylinder baja dengan kapasitas 6,7,10 m3 dan tekanan 50-200 atm.OXYGEN (O2)cair dikemas dalam tangki PGS/VGL 45 gallon atau dalam tangki stationer kapasitas 300-11000 galon atau lebih.http://distributor-kursi-roda.blogspot.com/2011/06/tabung-oksigen-regulator.htmlA. TABUNG OKSIGEN
Dimensi Tabung OxygenTabung UkuranTinggi TabungDiameter TabungKeliling (Perimeter) TabungBerat Isi500 mL26 cm7 cm23 cm2,5 kg0,5 m340 cm11 cm35 cm5 kg1 m369 cm14 cm45 cm10 kg1,5 m397 cm14 cm45 cm15 kg2 m3120 cm14 cm45 cm20 kg6 m3148 cm24 cm75 cm60 kg
Harga tabung oksigen saja :(harga sewaktu-waktu dapat berubah berdasarkan harga pasar )- Tabung oksigen 0,5 m3 = Rp. 950.000,-- Tabung oksigen 1 m3 = Rp. 600.000,-- Tabung oksigen 1,5 m3 = Rp. 750.000,-- Tabung oksigen 2 m3 = Rp. 850.000,-- Tabung oksigen 6 m3 = Rp. 1.400.000,-- Tabung oksigen lebih besar dari 6m3 = Rp. CALL- Tabung Oxygen Portable (500 mL) : silahkan klik gambar di bawah iniDimensi Tabung OxygenTabung UkuranTinggi TabungDiameter TabungKeliling (Perimeter) TabungBerat Isi500 mL26 cm7 cm23 cm2,5 kg0,5 m340 cm11 cm35 cm5 kg1 m369 cm14 cm45 cm10 kg1,5 m397 cm14 cm45 cm15 kg2 m3120 cm14 cm45 cm20 kg6 m3148 cm24 cm75 cm60 kg
Harga tabung oksigen saja :(harga sewaktu-waktu dapat berubah berdasarkan harga pasar )- Tabung oksigen 0,5 m3 = Rp. 950.000,-- Tabung oksigen 1 m3 = Rp. 600.000,-- Tabung oksigen 1,5 m3 = Rp. 750.000,-- Tabung oksigen 2 m3 = Rp. 850.000,-- Tabung oksigen 6 m3 = Rp. 1.400.000,-- Tabung oksigen lebih besar dari 6m3 = Rp. CALL- Tabung Oxygen Portable (500 mL) : silahkan klik gambar di bawah ini
H2O2Q0.5m3/hr$230-350 /ton500L/hr$1,00012000Rp12,000/kg8.33lpmBJ1.135kg/LtConcentration50%Berat39.725kgJumlahdiperlukan5LiterHargaRp476,7001jerigen35LiterHarga H2O2 1jerigenRp500,000
Tangki Reaktor (2)
Q0.5m3/jamoperation time24jam/hariTank
Design12m3/haridet60
user: user:menitBasis DesignVol0.5m3 Pressure
Design3psig0.2040816327bargW1mTempAmbient1/8inL0.42mDO0.629921264inch3.175mmH1.2mS/S84inchFreeboard0.3mHt1.5mShell
SectionTebal plat4mmMaterialSTAINLESS STEELPanjang
Plat2400mmS17500psiLebar plat1200mmC/A3.175mmLuas2880000mm2Joint
Eff0.8Double butt spot examined2.88m2Thickness0.0000674858inchharga
platMSRp1,000,000.00Thickness+
DO0.1250674858inch3.1767141388mmEstimasi Luas Bak
diperlukan8m2Biaya coating
FRPRp400,000.00M500kgRp3,233,333.33g9.8m/s^2F=W=4900NJumlah plat
diperlukan3buahA0.42m2Biaya pembelian
platRp3,000,000.00P11,760N/m20.12barSub
TotalRp6,233,333.63AccessoriesRp623,333.36
Grand TotalRp6,856,667.00
Tangki Reaktor
Q0.5m3/jamoperation time24jam/hariTank
Design12m3/haridet60
user: user:menitBasis DesignVol0.5m3 Pressure
Design2psig0.1360544218bargH/D2mTempAmbientD0.68mDO26.88inchH1.37mS/S84inchFreeboard0.2mHt1.6mShell
SectionTebal plat4mmMaterialSTAINLESS STEELPanjang
Plat2400mmS18750psiLebar plat1200mmC/A3.175mmLuas2880000mm2Joint
Eff0.8Double butt spot examined2.88m2Thickness0.0017919886inchharga
platSSRp4,000,000.00Thickness+
DO0.1267919886inch3.22051651mmEstimasi Luas Bak
diperlukan3.72m2Biaya coating
FRPRp400,000.00M500kgRp1,489,735.05g9.8m/s^2F=W=4900NJumlah plat
diperlukan2buahA0.37m2Biaya pembelian
platRp8,000,000.00P13,383N/m20.13bar1.94psiUnit
oxydatorpompa10lpm0.00.6m3/hr600Liter/hrTangki Chemical
Sub TotalRp9,489,735.25AccessoriesRp948,973.53
Grand TotalRp10,438,708.78
Tangki Backwash
Q0.5m3/jamoperation time24jam/hari12m3/haridet30
user: user:menitVol0.25m3 W1mL0.25mH1mFreeboard0.3mHt1.3mTebal
plat4mmPanjang Plat2400mmLebar plat1200mmLuas2880000mm22.88m2harga
platMSRp1,000,000.00Estimasi Luas Bak diperlukan6m2Biaya coating
FRPRp400,000.00Rp2,540,000.00
Jumlah plat diperlukan3buahBiaya pembelian platRp3,000,000.00
Sub TotalRp5,540,000.30AccessoriesRp554,000.03
Grand TotalRp6,094,000.33
Clarifier
Q0.5m3/jamoperation time24jam/hari12m3/haridet120
user: user:menitVol1m3
W1mL0.83mH1.2mFreeboard0.3mHt1.5m
Tebal plat4mmPanjang Plat2400mmLebar plat1200mmLuas2880000mm22.88m2harga platSS 304Rp4,000,000cara hitung berat :23.6x tebal plat94.4kgEstimasi Luas Bak diperlukan9m2harga per kg38000Biaya coating FRPRp400,000.00Rp3,587,200.00Rp3,733,333.33
Jumlah plat diperlukan4buahBiaya pembelian platRp16,000,000.00Harga tube settlerRp150,000.00jumlahRp1.00unitRp150,000.00
Sub TotalRp19,883,333.63AccessoriesRp1,988,333.36
Grand TotalRp21,871,667.00
Multi Media Filter (2)Fungsi : Untuk menyaring suspended solid yang keluar dari clarifierBentukSilinder tegak dengan alas dan tutup elipsoidalBahan konstruksiCS/SA-53, Grade BKondisi penyimpananTemperatur30oCTekanan1atmDensitasAir995.68kg/m362.1582722085lbm/ft3Laju alir fluida (F) 0.5m3/hrFaktor keamanan30%Dirancang untuk penampungan0.124jam operasi7.44menitVolume air, Va 0.06m3Volume tangki, Vt0.08m380.60LiterDirencanakan perbandingan diameter dengan silinder tangki,D/H1:2V = 1/4 D2HDiameter tangki0.37m1.22ft14.63inmakaTinggi tangki0.74m2.44ft29.26inDirencanakan menggunakan bahan konstruksi Plate steel SA-167type304Dari Brownell & young, item 4, appendix D, diperoleh :Allowable working stress (S)18750psiEffisiensi sambungan (E)0.8Faktor korosi1/8inchTekanan hidrostatik, Po3atm44.1psiFaktor keamanan tekanan20%Tekanan desain, P52.92psiTebal dinding silinder tangki :t = PD/(2SE-1.2P) + CA0.15in3.83mmDari Brownell & young, tabel 54,dipilih tebal tangki :1/7in3.81mm