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As methane emission is a key contributor to the greenhouse effects it is necessary to quantify the methane emission from municipal solid waste (MSW), so as to take measures to ease the greenhouse gas emission. In this present study four models have been used to quantify the LFG emission estimation characteristics from MSW in six metropolitan cities covering different parts in India for a period of 30 years (1982 - 2012). Previous article in issue Next article in issue Keywords GHG emission Municipal solid waste Landfill gases Indian cities LFG estimation Download full text in PDF Recommended articles Citing articles (0). Peer-review under responsibility of the organizing committee of ICAER 2015. Published by Elsevier Ltd. Recommended articles No articles found.</p><p> Citing articles Article Metrics View article metrics About ScienceDirect Remote access Shopping cart Advertise Contact and support Terms and conditions Privacy policy We use cookies to help provide and enhance our service and tailor content and ads. By continuing you agree to the use of cookies. Password Ask This manual has been prepared by the Central Public Health and Environmental Engineering Organisation (CPHEEO), a department under the Ministry of Urban Development (MoUD). The Sewerage system consists mainly of:- i) Collection system (sewer, sewer appurtenances) ii) Conveyance system (pumping station, pumping main etc.) iii) Treatment plant The manual provides detailed guidelines for practising engineers and includes the following chapters: Planning Management, administration, legal and financial aspects Design of sewers Sewer appurtenances Materials for sewer construction Structural design of buried sewers Construction of sewers Maintenance of sewerage systems Sewage and storm water pumping stations Basic design considerations Pretreatment screening and grit removal Sedimentation Aerobic suspended growth systems Aerobic attached growth systems Stabilisation ponds Anaerobic treatment of wastewater Sludge thickening, dewatering, digestion and disposal Sludge pumping Tertiary treatment of sewage for reuse Effluent disposal and utilisation Onsite sanitation Corrosion prevention and control Treatment plant operation and maintenance Plant control laboratory Flow measurement Emerging technologies for sewage treatment Here I am attaching PDF file that have CPHEEO Sewerage Manual. Discover everything Scribd has to offer, including books and audiobooks from major publishers. Start Free Trial Cancel anytime.</p><p> Report this Document Download Now Save Save Manual on Water Supply System (CPHEEO) For Later 100% (1) 100% found this document useful (1 vote) 2K views 716 pages Manual on Water Supply System (CPHEEO) Uploaded by vivek1280 Description: Manual on Water Supply Full description Save Save Manual on Water Supply System (CPHEEO) For Later 100% 100% found this document useful, Mark this document as useful 0% 0% found this document not useful, Mark this document as not useful Embed Share Print Download Now Jump to Page You are on page 1 of 716 Search inside document Browse Books Site Directory Site Language: English Change Language English Change Language. Password Register Ask About the CPHEEO: Central Public Health and Environmental Engineering Organisation (CPHEEO) is Technical Wing of the Ministry of Urban Development, Government of India, and deals with the matters related to Urban Water Supply and Sanitation Including Solid Waste Management in the Country.Contact Us. Password Register Tags Ask a New Question Here Search Visit the official website of Central Public Health and Environmental Engineering Organization (CPHEEO) Click to “Manual on Sewerage and Sewage Treatment” under “CPHEEO Manual” on the left of the home page Click to “Latest Manual on Sewerage and Sewage Treatment Systems Part A Engineering” On the new page, click to your desired link That page will look like this: Contact Us. This paper presents a methodology to find out the residual chlorine concentration at various locations in simple branch network by integrating the hydraulic and water quality model using first-order chlorine decay equation with booster chlorination nodes for intermittent water supply. The explicit equations are developed to compute the residual chlorine in network with a long distribution pipe line at critical nodes. These equations are applicable to Indian conditions where intermittent water supply is the most common system of water supply.</p><p> It is observed that in intermittent water supply, the residual chlorine at farthest node is sensitive to water supply hours and travelling time of chlorine. Thus, the travelling time of chlorine can be considered to justify the requirement of booster chlorination for intermittent water supply. Some of these DBPs are suspected carcinogens and having adverse reproductive and developmental health effects (Krasner et al. 1989; Abdullah et al. 2003, 2009; Rehan Sadiq and Rodriguez 2004; Uyak et al. 2007; Brian Carrico and Singer 2009; Shihab et al. 2009; Shakhawat Chowdhury et al. 2009; Jianrong Wei et al. 2010 ). Therefore, it is very essential for any water supply authority to manage the chlorine disinfection within lower and upper limit of residual chlorine to safeguard the consumers from water-borne diseases and harmful DBPs simultaneously. Thus, the concentration of residual chlorine at various locations in drinking water distribution system may be considered as the final check to the quality of water supplied to the consumers. Because of the importance of disinfection, a number of investigators have conducted research for the development of models to predict chlorine decay in drinking water (Feben and Taras 1951; Johnson 1978; Haas and Karra 1984; Biswas et al. 1993; Islam et al. 1997, 1998; Hallam et al. 2002; in Clark 1994, 2012, 1998; Rossman et al. 1994; Rossman and Boulos 1996; Hua et al. 1999; Ozdemir Osman and Alper Ucak 2002; Boccelli et al. 2003; Gibbs et al. 2006; Huang and McBean 2006, 2008 ). The booster chlorination is found advantageous in maintaining proper balance between the minimum and maximum concentration. Researchers have examined different methods for determining the optimal schedule of disinfection boosters to maintain adequate levels of residual chlorine throughout the distribution system (Boccelli et al. 1998, 2003; Tryby et al.</p><p> 1999, 2002; Munavalli and Kumar 2003; Ozdemir and Ucaner 2003; Propato and Uber 2004; Parks and Shannon 2009; Ostfeld et al. 2010 ). Thus, knowledge of residual chlorine concentration throughout the distribution network suggests the water utilities regarding selection of chlorine application strategy i.e. conventional or booster chlorination to avoid the recontamination of water in DWDS. Indian scenario of drinking water supply Large numbers of households in Indian cities do not have access to one of the most basic of human needs—a safe and reliable supply of drinking water. As per McKenzie-Ray (2009), only half of all Indian urban households have a piped water connection, even those with a connection generally do not receive a regular supply of good quality water. The municipal water supply in most Indian cities is only available for a few hours per day, pressure is irregular, and the water is of questionable quality. Intermittent supply of water leads to health risks for users due to the higher likelihood of contamination of water pipelines through joints and damaged segments during periods when the system is not pressurized. Due to excessive growth in population, the service area is divided into few zones and each zone is supplied the water for limited hours which leads to the stagnation of water during non-supply hours and decay of chlorine for rest of the hours. Also, there is a problem related to maintenance of pressure at the farthest node in intermittent water supply. To cope up with the decay in chlorine, higher mass rate of chlorine is applied at the source to maintain the minimum residual chlorine up to the farthest end, which results in harmful DBP formation at the nearest locations to the source and less concentration of residual chlorine at farthest location.</p><p> Thus, the objectives of microbial-free water with proper quantity and pressure is difficult to achieve through conventional water supply networks without targeting continuous water supply and constantly pressurized system (CPHEEO 1999; MoUD 2009 ) Given the health imperatives and other inconveniences caused by intermittent water supply, it is unfortunate that virtually no city in India has continuous water supply (CPHEEO 1999 ). For Indian conditions of intermittent water supply, the use of explicit equations and available water quality model software to find out the residual chlorine is necessity. Booster chlorination is essential as if, supply hours are less than travelling time of chlorine up to the last location, the chances of chlorine decay results in contamination as mass rate of chlorine supplied at source by conventional method may not reach to the farthest node due to less supply hours. In such cases, the adoption of Booster chlorination as well to choose proper supply hours is very essential from health point of view of consumers. The prediction of residual chlorine at various locations can be useful to decide the selection of mode of water supply i.e. Intermittent (Supply hours in intermittent water supply) or continuous 24 ? 7 water supply as well as chlorine application strategy i.e. conventional or booster chlorination. In this study, a sample network is prepared and problem is formulated to find out the residual chlorine concentration at various locations of simple DWDS network with intermittent water supply of 2 h for two different strategies of chlorine applications i.e. of conventional and booster chlorination. The concept is developed to integrate the hydraulic and water quality model using first-order chlorine decay for intermittent water supply with booster nodes. Long travelling time and low velocities of water cause excessive decay of chlorine and the reaction of chlorine with organic and inorganic matter in water forms harmful DBPs.</p><p> The effect of travelling time on concentration of residual chlorine is checked for both the chlorine application strategy which guides the selection of supply hours of water to achieve the effectiveness of booster chlorination strategy for the intermittent water supply which represents the common scenario of water supply in most of the Indian cities. Problem formulation A sample network of simple DWDS is adopted for the generalization of different equations in terms of chlorine mass rate injection and coefficients to obtain the residual chlorine concentration at different nodes (Fig. 1 ). Two different strategies in application of chorine are adopted. Case I describes conventional chlorination in which the chlorine is applied only at source R 1. Case II represents the booster chlorination with chlorine applied at source as well as at nodes 1, 2, and 3. Intermittent water supply with 2 h water supply in a day is considered which represent the general mode of water supply in Indian city. The water remains stagnant for rest of the 22 h during which the decay in chlorine takes place. Table 1 List of the variables use in model equations Full size table Computation of residual chlorine Explicit equations are developed to find out the residual chlorine concentration at inlet and outlet of the nodes 1, 2, 3, 4 and 5 for total 2 h of water supply for two different strategies of application of chorine i.e. case I having conventional chlorination in which the chlorine mass rate of M 0 is applied at only source R 1 and case II is Booster chlorination with mass rates of chlorine applied at source R 1 and at nodes 1, 2 and 3 are M 0, M 1, M 2 and M 3, respectively.Table 2 Concentration of residual chlorine at various locations at the end of different travelling time Full size table If the distribution network consists of many loops and branches, the development of explicit equations for computing residual chlorine is cumbersome.</p><p> In such cases, computer-based methods such as EPANET software is resorted to. The governing equations for EPANET’s water quality solver are based on the principles of conservation of mass coupled with reaction kinetics. Example problem For application of equations developed as mentioned in Table 2, an example network which resembles the upper part of distribution system of South Baroda, Gujarat, India is adopted with some modification in flow rates and lengths to simplify the problem. Figure 2 shows the network details with water demand at different nodes. As shown in Fig. 4 for node 4, point B shows the effect of addition of M 2 at node 2 which will reach first to node 4 after travelling time of t 4. As travelling time of chlorine is M o is observed at node 5 which gives the peak at point D. After 2 h, the chlorine decay will take place for rest of 22 h of stagnant period and point E gives the final concentration of chlorine at node 5 after 24 h. As time of travelling at node 5 is less than supply hours, there is no major effect of booster chlorination observed on final concentration of chlorine. Thus, Booster chlorination is effective only for the farthest nodes, if the travelling time of chlorine is greater than supply hours as observed for node 4. Conclusions A simple network is adopted to generate explicit equations in terms of flow and chlorine mass rate for quick computation of the residual chlorine concentration at various nodes. This computation tool is also useful to decide the effect of booster chlorination on residual chlorine concentration. The sensitivity of water supply hours and the travelling time to residual chlorine can be understood for the selection of supply hours for intermittent water supply system. The major conclusions drawn from the results are: These linear equations can be further coupled with optimization technique for further use.</p><p> It is noted that in this analysis the bulk decay coefficient and roughness values are assumed and minor losses are neglected. The calibration of these parameters with field observations is suggested for the better performances of model application. J Water Supply Res Technol Aqua 43:182 J Environ Eng ASCE 124(1):16 Article American Water Works Association, USA Water Res 12:2735 Article J Environ Eng ASCE 123(10) Johnson JD (1978) Measurement and persistence of chlorine residuals in natural waters. In: Clark RM (ed) Water Quality Modeling in Distribution Systems. American Water Works Association, USA Krasner SW, McGuire MJ, Jacangelo JG (1989) The occurence of disinfection by products in US drinking water.World Environmental and Water Resources Congress 2010. World Water and Environmental Resources Congress 2003.The 7th International Symposium on Water Supply Technology.J Water Resour Plan Manag ASCE 128(5):322 Article Open Access This article is distributed under the terms of the Creative Commons Attribution License which permits any use, distribution, and reproduction in any medium, provided the original author(s) and the source are credited. Download citation Received: 12 December 2013 Accepted: 22 April 2014 Published: 20 May 2014 Issue Date: September 2015 DOI: Keywords Drinking water distribution system (DWDS) Intermittent water supply Residual chlorine Booster chlorination. CPHEEO Manual on Water Supply and Treatment Ministry. Report of Inter Ministerial Task Force on Integrated Plant Nutrient Management. Click here to see text of the report. Report of Technology Advisory. Solid Waste Management Plan (SWMP) or with State policy. Manual and examines the proposed project's potential effects on solid. 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