9. Given: Depth, ft k, md 4100-4101 295 4101-4102 262 4102-4103 88 4103-4104 87 4104 4105 168 4105-4106 71 4106-4107 62 4107-4108 187 4108-4109 369 4109-4110 77 4110-4111 127 4111-4112 161 4112-4113 50 4113-4114 58 4114-4115 109 4115-4116 228 4116-4117 282 4117-4118 776 4118-4119 87 4119-4120 47 4120-4121 16 4121-4122 35 4122-4123 47 4123-4124 54 4124 4125 273 4125-4126 454 4126-4127 308 4127-4128 159 4128-4129 178 Calculate: a. Average permeability b. Permeability variation c. Lorenz coefficient
9. Given: Depth, ft k, md 4100-4101 295 4101-4102 262 4102-4103 88 4103-4104 87 4104 4105 168 4105-4106 71 4106-4107 62 4107-4108 187 4108-4109 369 4109-4110 77 4110-4111 127 4111-4112 161 4112-4113 50 4113-4114 58 4114-4115 109 4115-4116 228 4116-4117 282 4117-4118 776 4118-4119 87 4119-4120 47 4120-4121 16 4121-4122 35 4122-4123 47 4123-4124 54 4124 4125 273 4125-4126 454 4126-4127 308 4127-4128 159 4128-4129 178 Calculate: a. Average permeability b. Permeability variation c. Lorenz coefficient
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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