Modeling and mapping of MaeLa refugee camp water supply

Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2008. === Includes bibliographical references (p. 94-97). === This thesis describes the development and use of a model, using the EPANET computer code, to simulate the three-hour intermittent MaeLa...

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Main Author: Rahimi, Navid
Other Authors: Peter Shanahan.
Format: Others
Language:English
Published: Massachusetts Institute of Technology 2008
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Online Access:http://hdl.handle.net/1721.1/43879
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spelling ndltd-MIT-oai-dspace.mit.edu-1721.1-438792019-05-02T16:14:26Z Modeling and mapping of MaeLa refugee camp water supply Rahimi, Navid Peter Shanahan. Massachusetts Institute of Technology. Dept. of Civil and Environmental Engineering. Massachusetts Institute of Technology. Dept. of Civil and Environmental Engineering. Civil and Environmental Engineering. Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2008. Includes bibliographical references (p. 94-97). This thesis describes the development and use of a model, using the EPANET computer code, to simulate the three-hour intermittent MaeLa refugee camp water supply. In coordination with Aide Medicale Internationale, a field survey and pressure, flow and salt tracer testing were conducted as a basis to model the water distribution system in MaeLa, Thailand. The collected data was assembled in EPANET and controls were added to best represent the functioning of the water system and to simulate the calibration tests. The model simulated field parameters successfully despite inaccuracies in elevation due to imprecise instrumentation. The model served as a tool to further understand the dynamics of the system such as mixing in the supply tanks, connections between subsystems and system controls. The distribution model was used to evaluate three alternative scenarios to improve system performance. The objective of the first and second scenario was to increase the flow rate at taps of low supply; the third scenario aimed at adding taps to parts of the camp without easy access to running water. The first scenario consisted in opening valves to connect subsystems: it increased the flow rate at taps of large supply more so than at taps of low supply. This scenario was not recommended because it would quickly drain parts of the water supply. The second scenario consisted in adding connecting pipes between subsystems of high pressure and those of low pressure. It was recommended because it would increase the flow rate of low and medium supply taps. For the third scenario, areas of the camp without easy access to water were defined by using the result of mapping the current system and the population distribution in a Graphical Information System software. (cont.) These new taps were successful in providing water to these areas without significantly affecting the rest of the system. An additional recommendation for increasing the water supply in the camp was found from analyzing tank level: because tanks would not drain by the end of the distribution period, it was recommended that the period of water supply be increased from 3 hour periods to 4 1/2 hours. Further study is recommended for improving the elevation accuracy of the model, running more calibration studies and running an optimization model for maximizing water supply. by Navid Rahimi. M.Eng. 2008-12-11T18:44:20Z 2008-12-11T18:44:20Z 2008 2008 Thesis http://hdl.handle.net/1721.1/43879 263435883 eng M.I.T. theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission. See provided URL for inquiries about permission. http://dspace.mit.edu/handle/1721.1/7582 190 p. application/pdf a-th--- Massachusetts Institute of Technology
collection NDLTD
language English
format Others
sources NDLTD
topic Civil and Environmental Engineering.
spellingShingle Civil and Environmental Engineering.
Rahimi, Navid
Modeling and mapping of MaeLa refugee camp water supply
description Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2008. === Includes bibliographical references (p. 94-97). === This thesis describes the development and use of a model, using the EPANET computer code, to simulate the three-hour intermittent MaeLa refugee camp water supply. In coordination with Aide Medicale Internationale, a field survey and pressure, flow and salt tracer testing were conducted as a basis to model the water distribution system in MaeLa, Thailand. The collected data was assembled in EPANET and controls were added to best represent the functioning of the water system and to simulate the calibration tests. The model simulated field parameters successfully despite inaccuracies in elevation due to imprecise instrumentation. The model served as a tool to further understand the dynamics of the system such as mixing in the supply tanks, connections between subsystems and system controls. The distribution model was used to evaluate three alternative scenarios to improve system performance. The objective of the first and second scenario was to increase the flow rate at taps of low supply; the third scenario aimed at adding taps to parts of the camp without easy access to running water. The first scenario consisted in opening valves to connect subsystems: it increased the flow rate at taps of large supply more so than at taps of low supply. This scenario was not recommended because it would quickly drain parts of the water supply. The second scenario consisted in adding connecting pipes between subsystems of high pressure and those of low pressure. It was recommended because it would increase the flow rate of low and medium supply taps. For the third scenario, areas of the camp without easy access to water were defined by using the result of mapping the current system and the population distribution in a Graphical Information System software. === (cont.) These new taps were successful in providing water to these areas without significantly affecting the rest of the system. An additional recommendation for increasing the water supply in the camp was found from analyzing tank level: because tanks would not drain by the end of the distribution period, it was recommended that the period of water supply be increased from 3 hour periods to 4 1/2 hours. Further study is recommended for improving the elevation accuracy of the model, running more calibration studies and running an optimization model for maximizing water supply. === by Navid Rahimi. === M.Eng.
author2 Peter Shanahan.
author_facet Peter Shanahan.
Rahimi, Navid
author Rahimi, Navid
author_sort Rahimi, Navid
title Modeling and mapping of MaeLa refugee camp water supply
title_short Modeling and mapping of MaeLa refugee camp water supply
title_full Modeling and mapping of MaeLa refugee camp water supply
title_fullStr Modeling and mapping of MaeLa refugee camp water supply
title_full_unstemmed Modeling and mapping of MaeLa refugee camp water supply
title_sort modeling and mapping of maela refugee camp water supply
publisher Massachusetts Institute of Technology
publishDate 2008
url http://hdl.handle.net/1721.1/43879
work_keys_str_mv AT rahiminavid modelingandmappingofmaelarefugeecampwatersupply
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