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2010-10-22_PERMIT FILE - M2010071 (3)
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2010-10-22_PERMIT FILE - M2010071 (3)
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Last modified
8/24/2016 4:26:07 PM
Creation date
10/25/2010 3:24:59 PM
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Template:
DRMS Permit Index
Permit No
M2010071
IBM Index Class Name
PERMIT FILE
Doc Date
10/22/2010
Doc Name
New Appl- Ground Water Response Study
From
The City of Lafayette
To
DRMS
Media Type
D
Archive
No
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<br />sections including "Flow Boundary Conditions" and "Transport Boundary <br />Conditions." This study is for ground water flow and not transports evaluation; <br />therefore, the "Flow Boundary Conditions" was selected. The set of boundary <br />conditions for the study was considered included the following: <br />• Constant Head (CHD) Boundary Conditions <br />• River (RIV) Boundary Conditions <br />• Stream (STR) Boundary Conditions <br />• General-Head (GHB) Boundary Conditions <br />• Drain (DRN) Boundary Conditions <br />• Wall (HFB) Boundary Conditions <br />• Step 2 Recharge (RCH) Boundary Conditions <br />• Evapotranspiration (EVT) Boundary Conditions <br />The Horizontal-Flow-Barrier (HFB) package, or Wall Boundary Conditions as it <br />is referred to in Visual MODFLOW, was developed to simulate thin, vertical, low- <br />permeability features that impede the horizontal flow of ground water. CTL I T entered <br />Wall Boundary Conditions around the approximate perimeter of the existing <br />reservoirs to simulate the lining of the existing reservoirs. A hydraulic conductivity of <br />1 x 10-6 cm/s (0.0028 ft/day) was assigned for the Wall Boundary Conditions which was <br />based upon typical values of compacted clay liners with similar soil classification and <br />measured soil properties. <br />The Constant Head Boundary Conditions are used to fix the head value in <br />selected grid cells regardless of the system conditions in the surrounding grid cells, <br />thus acting as an infinite source of water entering the system, or as an infinite sink for <br />water leaving the system. Constant Head Boundary Conditions were assigned to the <br />model cells in each of the existing reservoirs to simulate the normal high-water <br />elevations controlled in each of the existing reservoirs. A constant head of 5,043.5 <br />feet was used for Goose Haven Reservoir No. 1 and a constant head of 5,050 feet was <br />used for Goose Haven Reservoir No. 3. It is understood that these elevations are the <br />normal high-water elevations for the respective reservoirs. <br />• <br />McLAUGHLIN WATER ENGINEERS, LTD. 9 <br />GOOSE HAVEN RESERVOIR COMPLEX EXPANSION <br />CTL i T PROJECT NO. FC04797.002-145
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