Unit processes: tertiary and advanced waste water treatment: manuals of British practice in water pollution control

1976 ◽  
Vol 10 (7) ◽  
pp. 637
Author(s):  
S.H. Jenkins
Keyword(s):  
Waste Water ◽  
Water Pollution ◽  
Water Treatment ◽  
Pollution Control ◽  
Waste Water Treatment ◽  
Water Pollution Control ◽  
Treatment Manuals

scholarly journals Cost of Required Water Pollution Abatement on Poultry Processing Plants

1974 ◽  
Vol 6 (1) ◽  
pp. 205-211
Author(s):  
Waldon R. Kerns ◽  
Harold B. Jones
Keyword(s):  
Waste Water ◽  
Water Pollution ◽  
Water Treatment ◽  
Pollution Control ◽  
Waste Water Treatment ◽  
Pollution Abatement ◽  
Primary Objective ◽  
Processing Industry ◽  
Processing Plants ◽  
Poultry Processing

Efforts currently are being made to arrive at pollution abatement standards for the poultry processing industry. Once a set of effluent limits are established, individual firms have several alternatives to meet the best available control requirements by altering in-plant techniques and modifying waste water treatment systems. This study provides information on current cost and expenditure levels for waste water treatment in the poultry processing industry in Georgia. The primary objective was to provide an assessment of the probable industry cost of achieving higher levels of treatment which are required under new pollution control guidelines. Changes needed for individual plants will vary depending on the nature of the waste, the degree and kind of treatment, and the size and location of the firm.

scholarly journals Waste water treatment and pollution control in the Liao River Basin

2015 ◽  
Vol 73 (9) ◽  
pp. 4875-4880 ◽  
Author(s):  
Yonghui Song ◽  
Ruixia Liu ◽  
Yuanyuan Sun ◽  
Kun Lei ◽  
Olaf Kolditz
Keyword(s):  
Waste Water ◽  
Water Treatment ◽  
River Basin ◽  
Pollution Control ◽  
Waste Water Treatment

scholarly journals Pengolahan Air Limbah Domestik Menggunakan Kombinasi Settlement Tank dan Fixed-Bed Coloumn Up-Flow

2018 ◽  
Vol 2 (2) ◽  
pp. 84
Author(s):  
Khalimatus Sa’diyah ◽  
Muchamad Syarwani ◽  
S. Sigit Udjiana
Keyword(s):  
Waste Water ◽  
Water Pollution ◽  
Water Treatment ◽  
Waste Water Treatment ◽  
Fixed Bed ◽  
Domestic Waste ◽  
Aeration Time ◽  
Bed Height ◽  
Sand Beds

Air limbah domestik yang memiliki kadar BOD, COD, TSS, Turbidity dan pH tinggi menjadi salah satu penyebab pencemaran air. Sehingga perlu adanya pengolahan lebih lanjut sebelum dibuang ke sungai atau badan air. Salah satu pengolahan air limbah yang bisa digunakan adalah kombinasi settlement tank dan fixed-bed coloumn up-flow. Alat ini dipilih karena harganya terjangkau, bahan mudah didapat dan peralatannya mudah dioperasikan. Tujuan utama penelitian ini untuk menurunkan kadar turbidity, TSS dan BOD. Penurunan parameter ini dipengaruhi oleh waktu settlement tank, waktu pengontakkan effluent dan tinggi unggun pasir. Hasil penelitian pada settlement tank secara aerob didapatkan persen penurunan turbidity, TSS dan BOD  yang tertinggi pada settlement tank 6 hari dengan nilai 48,21%; 75,27% dan 52,84 %. Pada alat fixed-bed coloumn up-flow secara kontinyu dengan waktu aerasi settlement tank 6 hari didapatkan persen penurunan turbidity yang tertinggi pada tinggi unggun pasir 20 cm sebesar 18,57%, sedangkan  persen penurunan TSS dan BOD yang paling tinggi pada tinggi unggun pasir 30 cm yaitu 41,46% dan 11,23%.Domestic waste water is one of the causes of water pollution. Domestic waste water has high levels of BOD, COD, TSS, Turbidity and pH. Therefore, it need futher processing so that the conditions is safe when discharged in river or lake. One of waste water treatment is combination of settlement tank and fixed-bed coloumn up-flow. This equipment is selected because the price is affordable, materials and equipment can be obtained, and easy to operate. The main purpose of this study is to decrease levels of turbidity, TSS and BOD. Decreased parameters are affected by time of seetlement tank, time of effluent contact and high of sand beds. Result of research on settelement tank aerob obtained highest percentage of turbidity, TSS and BOD decrease in 6 day settlement tank with value 48.21%, 75.27% and 52.84%. In a continuous fixed-bed coloumn up-flow with aeration time,  6-day in settlement tank, obtained the highest percentage of turbidity reduction at 20 cm sand bed height of 18.57%, while the highest percentage of TSS and BOD reduction in sand bed height was 30 cm is 41.46% and 11.23%.

scholarly journals Strategy of Water Pollution Control Base On Social Economic Activitiy, in Karang Mumus River, Samarinda East Kalimantan, Indonesia

2018 ◽  
Vol 31 ◽  
pp. 04007
Author(s):  
Vita Pramaningsih ◽  
Slamet Suprayogi ◽  
Setyawan Purnama
Keyword(s):  
Waste Water ◽  
Water Pollution ◽  
Water Quality ◽  
Human Resources ◽  
Pollution Control ◽  
Water Pollution Control ◽  
East Kalimantan ◽  
Hierarchy Process ◽  
Field Interview ◽  
Control Water

Water Pollution in Karang Mumus River caused society behavior along the river. Daily activity such as bath, washing and defecate at the river. Garbage, sediment, domestic waste and flood are river problems should be solved. Purpose this research is make strategy of water pollution control in the Karang Mumus River. Method used observation in the field, interview to the society, industry, public activity along the river and government of environment department. Further create data using tool of Analysis Hierarchy Process (AHP) to get the strategy to control water pollution in the river. Actors have contribute pollution control are government, industry and society. Criteria to pollution control are society participation, low, human resources and sustainable. Alternative of pollution control are unit garbage storage; license loyalty for industry and waste; communal waste water installation; monitoring of water quality. Result for actor priority are government (0.4); Industry (0.4); Society (0.2). Result for priority criteria are society participation (0.338), low (0.288), human resources (0.205) and sustainable (0.169). Result for priority alternative are unit garbage storage (0.433); license loyalty for industry and waste (0.238); communal waste water installation (0.169); monitoring of water quality (0.161).

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