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Recycling Treated Municipal Wastewater for Industrial Water Use

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Section 3<br />

Inventory of Major WWTPs and Potential <strong>Industrial</strong> Reuse Demands<br />

Table 3.9a. <strong>Industrial</strong> <strong>Water</strong> <strong>Use</strong> in the Des Moines River <strong>Water</strong>shed<br />

2004 <strong>Water</strong> <strong>Use</strong>, mgd<br />

Industry Category Ground <strong>Water</strong> Surface <strong>Water</strong> Total<br />

Agricultural Processing 0.56 0.00 0.56<br />

Sand & Gravel Washing 0.00 0.10 0.10<br />

Total 0.56 0.10 0.66<br />

Source: MDNR, 2004<br />

Table 3.9b. WWTPs in the Des Moines River <strong>Water</strong>shed<br />

Design 2005 Ann Avg Flow as % of<br />

Facility Name Capacity, mgd Flow, mgd Design Capacity<br />

Windom WWTP 1.830 1.074 58.7%<br />

Worthington WWTP 4.000 1.992 49.8%<br />

Total<br />

Source: MPCA, 2005<br />

5.830 3.066 52.6%<br />

WATER USE (MGD)<br />

0.6<br />

0.5<br />

0.4<br />

0.3<br />

0.2<br />

0.1<br />

0<br />

241 244<br />

USE CODE<br />

Ground <strong>Water</strong><br />

Surface <strong>Water</strong><br />

241 Agricultural Processing<br />

244 Sand and Gravel Washing<br />

Figure 3.9a <strong>Industrial</strong> Processing <strong>Water</strong> <strong>Use</strong> in the Des Moines River <strong>Water</strong>shed, 2004<br />

Source: MDNR, 2004<br />

3-12 Craddock Consulting Engineers<br />

In Association with CDM & James Crook<br />

WWReuseTM1_Sec 3_final.doc

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