Estimate the water influx constant (B) for the following bottom-water-drive reservoir. Boundary pressure (at WOC) and water influx history data are as follows. Time (days) Boundary (psia) Cumulative 30 60 90 120 150 180 210 240 pressure 3000 | 2956 | 2917 | 2877 | 2844| 2811 2791 2773 2755 Water 0 79 282 570 930 1354 1810 2287 2786 Influx (1000RB) The reservoir is circular and has an approximate radius of 2000 ft. Other pertinent aquifer data include r.→ 0, rR = 2000 ft , h = 200 ft, kH= 50 md, k,= 2 md, µ = 0.395 cp, ¢ = 0.1, and c, = 8×10-6 psi!.

Estimate the water influx constant (B) for the following bottom-water-drive reservoir. Boundary pressure (at WOC) and water influx history data are as follows. Time (days) Boundary (psia) Cumulative 30 60 90 120 150 180 210 240 pressure 3000 | 2956 | 2917 | 2877 | 2844| 2811 2791 2773 2755 Water 0 79 282 570 930 1354 1810 2287 2786 Influx (1000RB) The reservoir is circular and has an approximate radius of 2000 ft. Other pertinent aquifer data include r.→ 0, rR = 2000 ft , h = 200 ft, kH= 50 md, k,= 2 md, µ = 0.395 cp, ¢ = 0.1, and c, = 8×10-6 psi!.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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