PERMFILE66188

• Permit No: C1984063
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Section_Exhibit Name: APPENDIX F HYDROLOGY CALCULATIONS Part 2
• Media Type: D
• Archive: No

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Table 1 Equations for .4QUILIS Pit Inflow Model (Cont.)
Basic Line Sink (L-Sink)
Equations written for aquifer L, sink M, time K
L-sink for confined flow conditions (as McWhorter, 1981)
la Q(L,M) = 2 x RA(L,M) x [S(L) x T(L) x HO(L)2/4]1/2
x [TI(K) - TC(L,M)]1/2
for TICK) - TC(L,M) < LS(L,M) / RA(L,M)
antl
lb Q(L,M) = 2 x RA(L,M) x [S(L) x T(L) x HO(L)2 / 4]1/2
x [(TI(K) - TC(L,M))1/2 - ((TI(K) - TC (L,M)) - LS(L,M) / RA(L,M))1/2]
for
TICK) - TC(L,M) > LS (L,M) / RA (L,M)

L-sink for strictly unconfined flow conditions
2a Q(L,M) = 2 x RA(L.M) xrSY(L) x T(L) x B(L)2~ 1/2 x [TI(K) - TC(L,M)]I/2
for TICK) - TCLL(L.M) < LS(L,M) / RA(L,M)
and -
2b Q(L,M) 2 x RA(L.M) x SY(L) x T{L) x B(L)2 1/2 x (TI(K) - TC(L,M))1/2 -
((TI(K) - TC(L,M)) - LS(L,M) / RA(L,M))1/2]
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for TICK) - TC(L,M) > LS(L,M) / RA(L,M)

L-sink for both confined and unconfined conditions
3a Q(L,M) - 2 x RA(L,M) x rSY L T L x6 L Z x S(L) x T(L) x MO(L)2~ 1/2
L 4
J
x [TI (k) - TC(L,M)]1/2

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