Petunjuk Tugas Besar PIPAL
Petunjuk Perencanaan Tugas
Besar PIPAL
Dasar Perecanaan dan Peraturan
• PermenPUPR No.4/PRT/M/2017, Penyelengaraan sistem
pengolahan air limbah.
• UU No. 23/2014; Tugas Pemerintah Pusat dan
Pemerintah Daerah dalam Sektor Air Limbah
• Permen LH No 68 Tahun 2016: Baku baku mutu
air limbah domestik
• Metcalf and eddy 2003
• Syed R. Qasim
• Nusa Idaman Said
• Van Sparling (IWA: Biological wt in Warm
Climate change)
Perencanaan Pengolahan Air Limbah
Metcalf Eddy,
influent Medium
strength
Influent air limbah
BOD = 190 mg/L
COD = 430 mg/L
TSS = 210 mg/L
Oil and grease = 90 mg/L
Ammonia = 25 mg/L
Total colifrom = 107~9
Efluent air limbah
BOD = 30 mg/L
COD = 100 mg/L
TSS = 30 mg/L
Oil and grease = 5 mg/L
Ammonia = 10 mg/L
Total colifrom = 3000
CFU/100 mL
Permen LH
68/2016
Analsisi Debit
dan beban
aliran air
limbah
Penentuan
pemilihan
kriteria
pengolahan
Perhitungan
desain
pengolahan
air limbah
Perhitungan
RAB dan BOQ
Typical flow diagram of activated sludge systems
Removal of nitrogen and phosphorous
Advanced treatment
Removal of solids and SS
Gravity sedimentation
Flotation, screening
Wastewater
Primary treatment
Secondary treatment
Removal of organic carbon and SS
Disinfections
Sand filtration,
activated carbon, etc
Secondary
sedimentation tank
Biological treatment
processes
Primary
sedimentation tank
Grit chamber
Screen
Discharge
Excess sludge
Thickening
Physical
Biological
Chemical
Sludge treatment
Mixed
Desain Primary Treatment
Mulai
Kriteria
Perencanaan
Perhitungan
beban aliran
Menghitung
dimensi tanki
Menghitung Vnote dan
hydraulik loading
rate
Menghitung
lumpur
mengendam
Menghitung
removal
kontaminan
Perencanaan Pretreatment
• Pengolahan Pre-Treatment (Fisika)
– Bar screen
– Grit Chamber
– Grease and oil
– Bak equalisasi
Besar PIPAL
Dasar Perecanaan dan Peraturan
• PermenPUPR No.4/PRT/M/2017, Penyelengaraan sistem
pengolahan air limbah.
• UU No. 23/2014; Tugas Pemerintah Pusat dan
Pemerintah Daerah dalam Sektor Air Limbah
• Permen LH No 68 Tahun 2016: Baku baku mutu
air limbah domestik
• Metcalf and eddy 2003
• Syed R. Qasim
• Nusa Idaman Said
• Van Sparling (IWA: Biological wt in Warm
Climate change)
Perencanaan Pengolahan Air Limbah
Metcalf Eddy,
influent Medium
strength
Influent air limbah
BOD = 190 mg/L
COD = 430 mg/L
TSS = 210 mg/L
Oil and grease = 90 mg/L
Ammonia = 25 mg/L
Total colifrom = 107~9
Efluent air limbah
BOD = 30 mg/L
COD = 100 mg/L
TSS = 30 mg/L
Oil and grease = 5 mg/L
Ammonia = 10 mg/L
Total colifrom = 3000
CFU/100 mL
Permen LH
68/2016
Analsisi Debit
dan beban
aliran air
limbah
Penentuan
pemilihan
kriteria
pengolahan
Perhitungan
desain
pengolahan
air limbah
Perhitungan
RAB dan BOQ
Typical flow diagram of activated sludge systems
Removal of nitrogen and phosphorous
Advanced treatment
Removal of solids and SS
Gravity sedimentation
Flotation, screening
Wastewater
Primary treatment
Secondary treatment
Removal of organic carbon and SS
Disinfections
Sand filtration,
activated carbon, etc
Secondary
sedimentation tank
Biological treatment
processes
Primary
sedimentation tank
Grit chamber
Screen
Discharge
Excess sludge
Thickening
Physical
Biological
Chemical
Sludge treatment
Mixed
Desain Primary Treatment
Mulai
Kriteria
Perencanaan
Perhitungan
beban aliran
Menghitung
dimensi tanki
Menghitung Vnote dan
hydraulik loading
rate
Menghitung
lumpur
mengendam
Menghitung
removal
kontaminan
Perencanaan Pretreatment
• Pengolahan Pre-Treatment (Fisika)
– Bar screen
– Grit Chamber
– Grease and oil
– Bak equalisasi