Figure 5. Model-calculated average September base flow along Mine and Miscoe Brooks for existing conditions and for two tests of increased withdrawals in the Upper Charles River Basin. (Ground-water withdrawals along the river are indicated asFR-01P, FR-03G, FR-06G, FR-01G, FR-02G, MGCC-01G, and FR-07G. Identifiers ending in "P" indicate proposed ground-water withdrawals.)
Figure 6. Model-calculated average September base flow along the Charles River for existing conditions and for two tests of increased withdrawals in the Upper Charles River Basin. (Ground- (G) and surface- (S) water withdrawals along the river are indicated as MF-01S, MF-01G, MF-02G, MF-03G, MF-04G, MF-05G, BL-12G, MD-01G, MD-03G, FR-08G, and FR-02P; wastewater discharges are indicated as MTF, Milford Treatment Facility, and CRPCD, Charles River Pollution Control District Facility in Medway. Identifiers ending in "P" indicate proposed ground-water withdrawals.)
Figure 7. Model-calculated average September base flow along Mine and Miscoe Brooks for existing conditions and for two tests of altered recharge in the Upper Charles River Basin. (Ground-water withdrawals along the river are indicated as FR-01P, FR-03G, FR-01G, FR-02G, FR-06G, MGCC-01G, and FR-07G. Identifiers ending in "P" indicate proposed ground-water withdrawals.)
