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JWCL344_ch02_029-060.qxd  8/2/10  9:14 PM  Page 41







                                                                           2.5 Loss by Evaporation, Seepage, and Silting  41


                                             2. By Eq. 2.3, the equivalent mean draft is:
                                                D e   (Q   E   R)(fa>A)
                                                D e   (27.0   40.0   47.0)[(0.9   1,500>640)>(40.0)]   1.1 in./year
                                                                         2
                                                D e   1.1 in./year   52,360 gpd/mi   0.052 MGD/mi 2
                                                and the effective draft D ed  is
                                                                                      2
                                                                                              2
                                                D ed    D md   D e (A)   30.0 MGD   (0.052 MGD/mi )(40.0 mi )   32.1 MGD
                                             3. By Eq. 2.4, the equivalent land area is:
                                                A e   A   fa[l   (R   E)>Q]
                                                A e   40.0   (0.9   1,500>640)[1   (47.0   40.0)>27.0]   40.0   1.6   38.4 mi 2
                                             4. By Eq. 2.5, the adjusted flow line is:
                                                 F   Q   E – R
                                                 F   27.0   40.0   47.0   20 in, equaling 20   0.9   18 in. at spillway level
                                          Solution 2 (SI System):
                                             5. By Eq. 2.2, the revised annual runoff is:
                                                Q r   Q   (Q   E   R)(fa>A)
                                                Q r   68.58   (68.58   101.60   119.38)[(0.9   6.07)>(103.6)]
                                                    68.58   2.68   65.9 cm/year
                                             6. By Eq. 2.3, the equivalent mean draft is:
                                                D e   (Q   E   R)(fa>A)
                                                D e   (68.58   101.60   119.38)[(0.9   6.07)>(103.6)]   2.68 cm/year
                                                                             2
                                                D e   2.68 cm/year   0.07337 MLD/km and the effective draft D ed  is
                                                                                                   2
                                                                                          2
                                                D ed    D md   D e  (A)   113.55 MLD   (0.07337 MLD/km )(103.6 km )   121.2 MLD.
                                                Here, 1 cm/year   0.0273793 MLD/km 2
                                             7. By Eq. 2.4, the equivalent land area is:
                                                A e   A   fa[l   (R   E)>Q]
                                                A e   103.6   (0.9   6.07)[1   (119.38   101.60)>68.58]   103.6   4.47   99.13 km 2
                                             8. By Eq. 2.5, the adjusted flow line is:
                                                F   Q   E –  R
                                                F   68.58   101.60   119.38   50.8 cm, equaling (50.8 cm)   0.9
                                                   45.7 cm at spillway level



                    2.5.2  Seepage
                                         If the valley enclosing a reservoir is underlain by porous strata, water may be lost by seep-
                                         age. Subsurface exploration alone can foretell how much. Seepage is not necessarily con-
                                         fined to the dam site. It may occur wherever the sides and bottom of the reservoir are suf-
                                         ficiently permeable to permit water to escape through the surrounding hills.

                    2.5.3  Silting
                                         Soil erosion on the watershed causes reservoir silting. Both are undesirable. Erosion de-
                                         stroys arable lands. Silting destroys useful storage (see Fig. 2.9). How bad conditions are
                                         in a given catchment area depends principally on soil and rock types, ground-surface
                                         slopes, vegetal cover, methods of cultivation, and storm-rainfall intensities.
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