Fuzzy control of coagulation reaction through streaming current monitoring

1997 ◽  
Vol 36 (4) ◽  
pp. 127-134 ◽  
Author(s):  
J. C. Liu ◽  
M. D. Wu

A fuzzy logic controller (FLC) incorporating the streaming current detector (SDC) was utilized in the automatic control of the coagulation reaction. Kaolinite was used to prepare synthetic raw water, and ferric chloride was used as the coagulant. The control set point was decided at a streaming current (SC) of −0.05 and pH of 8.0 from jar tests, zeta potential and streaming current measurements. A bench-scale water treatment plant with rapid mix, flocculation, and sedimentation units, operated in a continuous-flow mode, was utilized to simulate the reaction. Two critical parameters affecting the coagulation reaction, i.e., pH and streaming current, were chosen as process outputs; while coagulant dose and base dose were chosen as control process inputs. They were on-line monitored and transduced through a FLC. With raw water of initial turbidity of 110 NTU, residual turbidity of lower than 10 NTU before filtration was obtained. Results show that this combination functions satisfactorily for coagulation control.

2004 ◽  
Vol 4 (5-6) ◽  
pp. 87-94 ◽  
Author(s):  
S. Deveughèle ◽  
Z. Do-Quang

The problem under study was the on-line prediction of the optimal coagulant dose from raw water parameters; it has been tackled by using powerful modeling tools: Artificial Neural Networks (ANNs). Such tools do not rely on physico-chemical relationships; the model is built by using an historical dataset available on the plant (raw water parameters and Jar-tests data). A prototype has been implemented on a full-scale water treatment plant in France. The approach is explained, some relevant results are shown and the industrial benefits are discussed. The expected OPEX reduction (coagulant) is about 10%.


2019 ◽  
Vol 5 (1) ◽  
Author(s):  
Irwan Azhar

Untuk meningkatkan kualitas layanan pada PDAM Kotabaru mengukur tingkat kepuasan masyarakat atau pelanggan khususnya terhadap kualitas pelayanan air baku Instalasi Pengolahan Air (IPA) Gunung Relly yang dianalisis berdasarkan tingkat kesesuaian hasil perbandingan skor kinerja dengan skor kepentingan (harapan). Apabila TKi­ < 100%, berarti pelayanan belum memuaskan, Apabila TKi­ = 100%, berarti pelayanan telah memuaskan, Apabila TKi­ > 100%, berarti pelayanan sangat memuaskan. Berdasarkan hasil analisis dari 100 responden, diketahui tingkat kualitas pelayanan air baku PDAM Kotabaru dengan analisis importance dan performance matrix didapat tingkat kesesuaian rata-rata (TKi) 73% < 100% masuk dalam kategori belum memuaskan. Variabel yang menjukan untuk mendapat tindakan prioritas perbaikan menurut pelanggan, yakni variabel-variabel pada kuadran I, 1) kualitas air yang disalurkan kerumah pelanggan, 2) kontinuitas debit air yang disalurkan kerumah pelanggan, 3) keramahan dan kesabaran dalam pelayanan pelanggan serta menhadapi pengaduan pelanggan, 4) kelayakan tarif yang diberlakukan. Sehingga perlu evaluasi pada 1) kualitas air, perlu ada filtrasi atau penyaringan sebelum air didistribusikan ke rumah pelanggan sehingga air layak konsumsi 2) Kontinuitas debit air, Perlu pemeliharaan dan penambahan pompa air, deteksi tingkat kebocoran jaringan perpipaan dan penambahan sumber air alternative, 3) Keramahan pelayanan, perlu penyuluhan internal pimpinan terhadap petugas pelayanan untuk meningkatkan kesadaran sebagai perusahaan daerah yang melaksanakan pelayanan publik, 4) Kelayakan tarif, Perhitungan kembali tarif pelayanan disesuaikan dengan layanan yang diberikan. Kata Kunci : Air Baku, Analisis Importance, IPA Gunung Relly, Kualitas Pelayanan, PDAM Kotabaru. To improve the quality of service at PDAM Kotabaru, measure the level of satisfaction of the community or customers, especially the quality of raw water services in the Gunung Relly Water Treatment Plant (IPA) area, which is analyzed based on the level of comparison between performance scores and interest scores (expectations). If TKi <100%, means the service is not satisfactory, If TKi = 100%, means the service has been satisfactory, If TKi > 100%, means the service is very satisfying. Based on the analysis from 100 respondents, have the level of quality of raw water service in PDAM Kotabaru with importance and performance matrix analysis shows that the average level of suitability (TKi) is 73% <100% in the unsatisfactory category. Variables that indicate to get priority improvement actions according to customers, namely variables in quadrant I, 1) quality of water channeled to customers homes, 2) continuity of water flow distributed to customers' homes, 3) friendliness and patience in customer service and dealing with customer complaints, 4) feasibility of tariffs that apply. So it is necessary to evaluate 1) the quality of the water, there needs to be filtration or filtration before the water is distributed to the customer's house so that the water is suitable for consumption 3) Hospitality of services, need internal leadership counseling to service officers to increase awareness as regional companies that carry out public services, 4) Feasibility of tariffs, Re-calculation of service rates according to services provided. Keywords: Importance Analysis, IPA Gunung Relly, Raw Water, PDAM Kotabaru, Service Quality.


2021 ◽  
Vol 11 (1) ◽  
pp. 30
Author(s):  
Nadhila Aulia Dwiputri ◽  
Mia Azizah ◽  
Nurlela Nurlela

The water of the Ciliwung river used as raw water for PDAM Depok contains iron and manganese, which levels were quite high and exceeded the quality standard. The purposes of the research are to determine the effectiveness of caporite to reduce levels of iron and manganese to reach levels that meet the standards of Government Regulation Number 82 of 2001. The sample used in this study was the water of the Ciliwung river used as a source of raw water for PDAM Depok with two different water treatment plant (WTP) locations, location 1 in Legong WTP and location 2 in Citayam WTP. Raw water was taken using a submersible water pump located at the bottom of the Ciliwung river. The analytical method used as a reference for determining iron levels was based on the FerroZine Rapid Liquid Method 1970, and for manganese levels was based on 1- (2-Pyridylazo) -2-Naphthol PAN Method 1977, both methods using the Spectrophotometric method. The results showed that iron and manganese levels were quite high, exceeding the standards of Government Regulation No.82 of 2001 with a maximum standard of iron content is 0.3 mg/L, and a maximum standard of manganese level is 0.1 mg/L. After adding a certain dose of chlorine to Ciliwung river water in the Legong and Citayam WTPs, it was found that chlorine effectively reduced Fe and Mn levels because it was able to reduce levels up to 80% and meet the quality standards.Keywords: Caporite, Iron, Manganese, Ciliwung River, RegulationABSTRAKEfektivitas kaporit untuk menurunkan kadar besi dan mangan dalam air sungai Ciliwung sebagai air baku PDAMAir sungai Ciliwung yang digunakan sebagai air baku PDAM Depok terdapat zat besi dan mangan dengan kadarnya cukup tinggi serta melebihi ambang baku mutu. Tujuan penelitian ini untuk mengetahui efektivitas kaporit dalam menurunkan kadar besi dan mangan sehingga memenuhi standar baku mutu Peraturan Pemerintah Nomor 82 Tahun 2001 untuk kelas 1. Sampel air yang digunakan dalam penelitian ini diambil dari 2 titik lokasi Instalasi Pengolahan Air (IPA) yang berbeda, yaitu  dari IPA Legong dan  IPA Citayam. Sampel air baku diambil dengan menggunakan pompa air submersible (pompa celup) yang berada di dasar sungai Ciliwung. Penelitian dilakukan dengan eksperimen jar test di laboratorium. Metode analisis untuk menentukan kadar besi  mengacu pada FerroZine Rapid Liquid Method tahun 1970 dan mangan berdasarkan 1-(2-Pyridylazo)-2-Napthol PAN Method tahun 1977 dengan menggunakan metode Spektrofotometri. Hasil penelitian menunjukan kadar besi dan mangan yang cukup tinggi hingga melebihi standar yang telah ditetapkan dalam PP No.82 Tahun 2001 dengan kadar Fe maksimal 0,3 mg/L dan kadar Mn maksimal 0,1 mg/L. Setelah dilakukan penambahan bahan kimia kaporit ke dalam sampel air sungai Ciliwung  dari  IPA Legong dan Citayam, dengan dosis 10 mg/L untuk penurunan Fe dan 30 mg/L untuk penurunan Mn dapat efektif menurunkan konsentrasi Fe dan Mn  hingga 80%, dan memenuhi  standar baku mutu yang digunakan.Kata Kunci: Kaporit, Besi, Mangan, Sungai Ciliwung, Baku Mutu


2021 ◽  

<p>Regular water treatment-plant (WTP) comprises of a number of units. Of course, problems exist throughout design and operation of the WTP units. Consequently, the current re-search aimed to minimize the shortcomings of the coagulation, sedimentation, and the adsorption methods through applying optimal process for these units. Additionally, eco-nomic analysis and the derivation mathematical models for the new coagulant (Aluminum Chlorohydrate (ACH)) and the traditional aluminum sulphate coagulant (Alum) were an-other objective of this work. Optimum coagulants for alum and ACH were obtained and presented for different raw water turbidities. The optimum settling time of 30 minutes and 40 minutes have been found for the settling of 1000 and 2000 NTU raw water sam-ples. Best dosages of 0.1 and 0.25 g/L of powdered actived carbon (PAC) were obtained for raw water turbidity of 419, and 1000 NTU which increased the removal efficiency of 28.95%, and 25.71%, respectively. Furthermore, the economic study for alum and ACH revealed that using ACH instead of alum led to reduction of cost by 32%. Commonly, it can be concluded that using ACH instead of alum is better because it is cheaper and more efficient. The predicted equations for the optimum dosages (Y) for alum (mg/L) and ACH (µl/L) dosages (X) were Y= 0.04 X + 14.42, and Y = 0.01 X + 0.72, respectively.</p>


2018 ◽  
Vol 73 ◽  
pp. 03012
Author(s):  
Solikhul Abdi ◽  
Sudarno

Pucang Gading Housing Complex is an area within the Village Batursari, District of Demak with a population of 2018 as many as 44,257 inhabitants. Raw water service system Mranggen Unit is divided into 5 areas of service (service area Mranggen, Batursari I, Batursari II, Batursari III and Kebon) which utilize raw water source of water treatment plant (IPA Waru) and 8 Wells In a total discharge of 120 liter/second. The number of home connections in Pucang Gading area is currently 3,374 house connections, with a total water usage 14.25 liter/second Water discharges from clean water sources in Pucang Gading region are currently not maximally available to supply water to Pucang Gading service area. In this research will know the problems and readiness that exist by looking from the achievement of Medium Term Development Plan of Demak Regency Year 2016-2021. This research uses SWOT analysis method that is internal and external factors. The selection of raw water sources for drinking water should pay attention to aspects of quality, quantity and continuity. Demak Regency has the potential of surface water either river/ reservoir/dam. The problems and challenges of drinking water supply include issues of safe access to water supply, and regulation of groundwater utilization for the community.


2013 ◽  
Vol 373-375 ◽  
pp. 897-901
Author(s):  
Lian Qing Yin ◽  
Chun Xiao Yin ◽  
Xue Zhou ◽  
Jia Liu

The reuse of industrial waste and urban sewage is a vital method for solving the shortage of water resource in China. Settling tank as a processing link in water treatment system widely used exercises a great influence on sewage treatment efficiency, and sludge emissions have a great influence on the operation of water treatment plant. Manual mud and mechanical dredge are widely used in most of the water treatment plants from the current domestic. The design used ultrasonic as a method for determination of sludge concentration, developped corresponding application control software, and finally completed a reasonable and feasible for settling tank intermittent discharge of sludge monitoring and emission control system.The result of our simulation system shows that the program operation is stable and maneuverability, and this set of monitoring on-line and control system has good application and development foreground.


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