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Final Report <br />City of Paris, Texas <br />Wastewater Collection System Capacity Analysis <br />Figure 5- Infiltration Dominated Response <br />IrYflow Dominated Re.sponse <br />1.00 <br />G <br />t7 <br />~ <br />~ 0.50 <br />~ <br />3 <br />0 <br />U. <br />0.00 <br />1 <br />3.00 <br />250 <br />~ <br />200 t <br />n <br />1.50 ' <br />R <br />w <br />1.00.5 <br />CC <br />0.50 <br />0.00 <br />As indicated by the previous paragraphs, the process for deriving useful information <br />regarding the nature of flows within a large system is very complex. <br />To aid in this analysis, ADS has developed a proprietary program to facilitate the <br />analyses. This program assures that the data is handled in a consistent manner and <br />provides tools for investigating the nuances inherent in large data collections. <br />One of the products of this program are graphs which illustrate the basis of calculations <br />for each site. There are three primary types of graphs that will be discussed here. These <br />are the monitoring period graph, the typical dry day graph and the storm event graph. <br />Examples of these graphs are shown in Figures 6, 7 and 8 respectively. <br />Figure 6- Example Monitoring Period Graph <br />Pipe Flow <br />PR08 <br />2.5 <br />2.0 <br />0 <br />~ 1.5 <br />a 1.0 <br />LL <br />0.5 <br />0.7 <br />0.6 <br />~ <br />0.5 ILI <br />0.4 ~ <br />0.3 ~ <br />0.2 <br />0.1 <br />t Apr 8 Mon 15 Mon 22 Mon 1 May 8 Wed 15 Wed 22 Wed <br />Apr 96 Date <br />11 <br />4 7 10 13 16 19 22 <br />Time of Day ■ InFI ■ Rain <br />Rainfall pfinal <br />