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Final Draft - Wastewater Collection System Capacity Analysis Apprendix A April, 1999
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Final Draft - Wastewater Collection System Capacity Analysis Apprendix A April, 1999
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Final Report <br />City of Paris, Texas <br />Wastewater Collection System Capacity Analysis <br />Table of Contents <br />Table of Contents i <br />Executive Summary <br />1 <br />Background 1 <br />Collection System Mapping and Data Base Development ........................................1 <br />Basin Ranking, Alternative Projects and Costs Summary 2 <br />Summary of Findings and Recommendations 4 <br />Tools and Techniques 5 <br />Sources of Data <br />5 <br />Flow Metering <br />5 <br />Analysis <br />5 <br />Dominant Defect Flow Type <br />10 <br />Assumptions <br />13 <br />Design Storms <br />14 <br />Modeling and Capacity Analysis <br />14 <br />Derivation of Cost Estimates <br />15 <br />Results <br />15 <br />Reverse Slope Pipe Segments <br />15 <br />Notes to Basin Summaries and Maps <br />16 <br />Recommendations and Conclusions <br />16 <br />Basin Summaries <br />17 <br />Replacement Line Segment Report <br />17 <br />Adverse Slope Pipe Table <br />20 <br />Table of Figures and Tables <br />Figure 1- Basin Rehabilitation and Replacement Ranking 3 <br />Figure 2- Average Dry Weather Flow Components 8 <br />Figure 3- Wet Weather Flow Components 9 <br />Figure 4- Inflow Dominated Response 10 <br />Figure 5- Infiltration Dominated Response 11 <br />Figure 6- Example Monitoring Period Graph 11 <br />Figure 7- Example Dry Day Graph 12 <br />Figure 8- Example Storm Event Graph 12 <br />Table 1- Basin Priorities Ranked by Replacement and Rehabilitation Costs 4 <br />Table 2- Replacement Line Segments 17 <br />Table 3- Adverse Slope Segments 20 <br />
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