Recycling Treated Municipal Wastewater for Industrial Water Use
Recycling Treated Municipal Wastewater for Industrial Water Use Recycling Treated Municipal Wastewater for Industrial Water Use
Pipeline Capital Cost Appendix B Reclaimed Water Transmission Main Capital Cost and Pumping Cost Analysis Capital costs by distance are developed based on the unit project cost for pipeline and distance of the industry from the wastewater treatment facilities (1-10 miles). Annualized capital costs are also developed based on a 20-yr debt service and presented as a cost of service, in $/1000 gallons. Regression analysis was performed to find the best fit line to estimate pipeline capital costs for a given pipe length. Exhibit 2 provides the details of these analyses for urban areas and rural areas. Power Cost for Pumping Annual power costs were developed for average flows of 1 to 30 mgd over transmission lengths of 1 to 10 miles, based on the total friction head and a residual pressure of 40 psi. A regression analysis was used to provide the relationship of power costs to flow for various pipe lengths. Exhibit 3 documents the details of these analyses. B-4
Exhibit 1 Transmission Main Cost Tool
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Pipeline Capital Cost<br />
Appendix B<br />
Reclaimed <strong>Water</strong> Transmission Main Capital Cost and Pumping Cost Analysis<br />
Capital costs by distance are developed based on the unit project cost <strong>for</strong> pipeline and<br />
distance of the industry from the wastewater treatment facilities (1-10 miles). Annualized<br />
capital costs are also developed based on a 20-yr debt service and presented as a cost of<br />
service, in $/1000 gallons. Regression analysis was per<strong>for</strong>med to find the best fit line to<br />
estimate pipeline capital costs <strong>for</strong> a given pipe length. Exhibit 2 provides the details of these<br />
analyses <strong>for</strong> urban areas and rural areas.<br />
Power Cost <strong>for</strong> Pumping<br />
Annual power costs were developed <strong>for</strong> average flows of 1 to 30 mgd over transmission<br />
lengths of 1 to 10 miles, based on the total friction head and a residual pressure of 40 psi. A<br />
regression analysis was used to provide the relationship of power costs to flow <strong>for</strong> various<br />
pipe lengths. Exhibit 3 documents the details of these analyses.<br />
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