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2002-055-RES ACCEPT PROPOSAL OF CARTER & BURGESS FOR PROFESSIONAL ENGINEERING SERVICES TO WATER LOST AND UNACCOUNTED FOR STUDY IN CITY'S WATER AND ACCOUNTING AND OPERATING SYSTEM
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2002-055-RES ACCEPT PROPOSAL OF CARTER & BURGESS FOR PROFESSIONAL ENGINEERING SERVICES TO WATER LOST AND UNACCOUNTED FOR STUDY IN CITY'S WATER AND ACCOUNTING AND OPERATING SYSTEM
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8/18/2006 4:28:36 PM
Creation date
4/24/2002 6:57:22 PM
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CITY CLERK
Doc Name
2002
Doc Type
Resolution
CITY CLERK - Date
3/11/2002
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<br />I <br />I <br />I <br />I <br />! <br />! <br />I <br />I <br />! <br /> <br /> <br />Proposal <br />Comprehensive Water Distribution System Audit <br /> <br />" <br />. <br /> <br />! <br />J <br />i <br /> <br />e <br />4 <br /> <br />The master meter measures the flow of water through the <br />12-inch pipelines. The project will include about 700 feet <br />of line along Texas SH 114 and about 2,300 feet of water <br />line inside the development. The master meter uses a SCADA <br />System, which transmits signals from the master meter to <br />the city of Fort Worth to inform water department employees <br />ofthe amount of water flowing through the water lines. The <br />SCADA system transmits to the central facility information <br />concerning chlorine residual, temperature, pressure and flow. <br /> <br />Lake Fork Pipeline <br />Dallas, Texas <br />Carter & Burgess is designing 26 miles of 108-inch raw <br />water transmission line for Dallas Water Utilities. The line <br />has a hydraulic capacity of 216 MGD and will run from the <br />lake Fork Pump Station on the western shore of lake Fork <br />to the vicinity of the Iron Bridge Pump Station on the west <br />shore of lake Tawakoni. The scope of services includes <br />hydraulic design, alignment selection, right-of-way <br />document preparation and acquisition services, surge <br />analysis and on-site construction representation. <br /> <br /> <br />Lake Palestine Water <br />Utilization and Pipeline <br />Alignment Project <br />Dallas, Texas <br />Carter & Burgess performed detailed utilization and <br />alignment studies to develop preliminary plans for a 120- <br />MGD raw water intake and pump station at lake Palestine, <br />more than 85 miles of 84-inch raw water pipeline and <br />associated appurtenances from lake Palestine to Dallas, <br />and the 300-MGD Southeast Dallas Water Treatment Plant, <br />the pipeline's terminus. The assignment involved <br />preparation of preliminary hydraulic designs; alternate route <br /> <br />Carter ::Burgess <br /> <br />studies and site <br />selection for the water <br />treatment plant and <br />the raw water intake/ <br />pump station; <br />alternate route studies <br />for conveyance <br />facilities; selection of ' <br />final alignment for the <br />raw water pipeline; <br />right-of-way surveys; preparation of cost estimates for system <br />construction, operation and maintenance; and preparation <br />of a milestone schedule for implementi ng the development <br />of lake Palestine as a water supply source for the City of <br />Dallas. Carter & Burgess is also part of a team preparing <br />final geometric alignment and easement documents for <br />right-of-way acquisition of over 180 parcels over the 85- <br />mile project length. <br /> <br /> <br />Lake Tawakoni <br />Pipelines <br />Dallas, Texas <br />In addition to upgrading the Iron Bridge Pump Station, <br />Carter & Burgess was responsible for performing condition <br />assessments for the existing 15 miles of parallel 72- and <br />84-inch water transmission mains from lake Tawakoni to <br />the Towakoni Balancing Reservoir. The staff performed <br />physical inspections of the interior of both lines and the <br />evaluation of various alternatives for long-term cleaning of <br />the pipelines. The pipeline cleaning options included <br />continuous chemical disinfection with liquid chlorine and <br />hypochlorite, periodic shock chlorination, and mechanical <br />("pigging") cleaning methods. The importance of the <br />pipeline cleaning cannot be over stated, since a rapid increase <br />in pipeline roughness occurs if chlorination is terminated. <br />The increase in friction, which results in lower C-values, <br />dramatically increases power costs for pumping. <br /> <br />The project also included extensive hydraulic analysis ofthe <br />existing pipelines, performing surge anolysis on the lines, <br />revising the design ofthe surge protection equipment, and <br />computer modeling of the lines in conjunction with the Iron <br /> <br />8 <br /> <br />. <br />
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