Wastewater Collection System Modeling and DesignHaestad Press, 2004 - 606 pages This book presents a balanced perspective of the alternatives and informational needs of a modeler starting a modeling project, including how to build and assemble the hydraulic components and apply the software tool efficiently. |
From inside the book
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Page 272
... monitoring program typically consists of a network of gaging stations that continuously monitor and record flow , depth , or precipitation . Stations may be fixed for the duration of the ... Flow Measurement Chapter 8 Components of Flow.
... monitoring program typically consists of a network of gaging stations that continuously monitor and record flow , depth , or precipitation . Stations may be fixed for the duration of the ... Flow Measurement Chapter 8 Components of Flow.
Page 386
... flow - monitoring data is that , even under ideal conditions , a flow monitor provides accuracy in the range of ± 10-20 percent . The comparison of upstream and downstream monitors will be skewed if the upstream monitors record flows a ...
... flow - monitoring data is that , even under ideal conditions , a flow monitor provides accuracy in the range of ± 10-20 percent . The comparison of upstream and downstream monitors will be skewed if the upstream monitors record flows a ...
Page 389
Haestad Methods, Inc. Figure 11.9 is a graphical display of typical flow - monitoring results showing R values by flow monitor subcatchment . This type of mapping is a powerful method of pre- senting statistics and analyzing flow ...
Haestad Methods, Inc. Figure 11.9 is a graphical display of typical flow - monitoring results showing R values by flow monitor subcatchment . This type of mapping is a powerful method of pre- senting statistics and analyzing flow ...
Contents
Chapter 1 | xi |
Introduction to Wastewater Collection | 5 |
3 | 11 |
Copyright | |
22 other sections not shown
Common terms and phrases
affinity laws American Society analysis ASCE assessment average basin calculated calibration capacity Civil Engineers coefficient Combined Sewer Overflows combined sewer system cost CSO control Darcy-Weisbach equation database determine developed discharge downstream drainage drainage basin Environmental Protection Agency equation facilities flow monitoring flow rate fluid force main ft/s ft³/s gravity pipe gravity sewer Haestad Methods head loss hydraulic model hydrograph hydrologic hyetograph infiltration inflow loads m³/s manhole Manning's measured meter minimum nodes NPSH number of pumps operation peak flow pipe materials pollution pressure sewer pump station rainfall RDII runoff sanitary sewer sanitary sewer overflows sewage sewer model simulation slope Society of Civil storage storm stormwater subbasin surcharge system head curve Table tion treatment plant typically upstream values valve variable-speed pumps velocity volume wastewater collection systems wastewater flow Water Environment Federation weir wet weather flow