WATER REVITALIZATION IN UMM EL-JIMAL Team CamelBack (4) Sarah - - PowerPoint PPT Presentation
WATER REVITALIZATION IN UMM EL-JIMAL Team CamelBack (4) Sarah Bradley, Jason Eisenhart, Noah Szott, & Ross Vander Meulen Outline 1. Team CamelBack 2. Project Overview 3. Design Decisions 1. Data Acquisition 2. Existing Conditions
Team CamelBack (4) Sarah Bradley, Jason Eisenhart, Noah Szott, & Ross Vander Meulen
1. Team CamelBack 2. Project Overview 3. Design Decisions 1. Data Acquisition 2. Existing Conditions 3. Treatment Options 4. Current Status 1. EPA SWMM 2. Treatment Literature 3. Obstacles
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Photo courtesy of San Diego Zoo
Photo courtesy of Cameron Carley
From left to right: Noah Szott, Sarah Bradley, Jason Eisenhart, & Ross Vander Meulen
Recap Design Status
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Photo courtesy of researchgate.net
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■ Revitalization of Roman Era reservoirs ■ Treatment of water collected in reservoirs ■ Preservation of Umm el-Jimal archeology
Photo courtesy of Bert de Vries Photo courtesy of Bert de Vries
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■ Water Uses: Domestic Irrigation ■ Quantity: Minimum of 57.5 m3/day ■ Cost: 1 JD/m3 (untreated) 1.67 JD/m3 (potable)
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Recap Design Status
Water Use Quantity (m3/day) Municipal Distribution 505 Drinking Usage* 22.5 Domestic Usage 304 Irrigation 123 Livestock / animals 113 Deficit 57.5
*drinking usage based on 5L/day rather than data, as the data gives an average of 21.4 L/day, additionally, there is minimal upwards trend for increasing household size.
0% 10% 20% 30% 40% 50% 60% 0-200 200-350 350-500 More
Percentage Income Ranges (JD)
Income Distribution
■ Watershed Modeling ■ Access to EPA SWMM ■ AutoCAD File ■ Volumes of Reservoirs
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Photo courtesy of Bert de Vries
■ Filtration ■ Granular Activated Carbon ■ Disinfection
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Photo courtesy of Koshland Science Museum Photo courtesy of Umm el-Jimal Project
■ Reservoirs ■ Conduits ■ Elevations ■ Precipitation Model
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■ Slow Sand Filtration – Less frequent backwashing – Stable climate for operating conditions – Access to necessary land requirements – Algae growth possible on top layer ■ Volume Calculations ■ Removal Efficiencies
■ Communication ■ Transmission to Distribution Point ■ Water Quality Data ■ No Defined Criteria ■ Multiple Clients
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Recap Design Status
Photo courtesy of Bert de Vries
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