The following problems are related to the application of well-mixed system theory to lakes, bays and embayments. Lake Huron EZ Problem 1. Saginaw Bay (Figure 1) is in the southwest portion of Lake Huron. It receives the flow of the Saginaw River which has a chloride loading of approximately 2.0E+06 lb/day. Using suffixes 1 and 2 to denote the bay and the lake respectively, and using the symbol C to denote chloride concentration, the following information is given: V1=8.8E+11 ft), C2=6.3 mg/L, Q = 4000 cfs, E'12=100,000 cfs (dispersive "flow"). (a) Estimate the baywide average chloride concentration (b) If the substance were not chloride but a nonconservative parameter with k = 0.01/day, calculate the concentration Ci. Saginaw Bay Saginaw River Q=4000 cfs Figure 1. The following problems are related to the application of well-mixed system theory to lakes, bays and embayments. Lake Huron EZ Problem 1. Saginaw Bay (Figure 1) is in the southwest portion of Lake Huron. It receives the flow of the Saginaw River which has a chloride loading of approximately 2.0E+06 lb/day. Using suffixes 1 and 2 to denote the bay and the lake respectively, and using the symbol C to denote chloride concentration, the following information is given: V1=8.8E+11 ft), C2=6.3 mg/L, Q = 4000 cfs, E'12=100,000 cfs (dispersive "flow"). (a) Estimate the baywide average chloride concentration (b) If the substance were not chloride but a nonconservative parameter with k = 0.01/day, calculate the concentration Ci. Saginaw Bay Saginaw River Q=4000 cfs Figure 1