Drain Spacing Based on Dynamic Equilibrium

by David B. McWhorter, Assoc. Prof.; Dept of Agricultural Engrg., Colorado State Univ., Fort Collins, Colo.,

Serial Information: Journal of the Irrigation and Drainage Division, 1977, Vol. 103, Issue 2, Pg. 259-271

Document Type: Journal Paper

Closure: (See full record)
Discussion: Ahmed Nazeer (See full record)
Discussion: Glover Robert E. (See full record)

Abstract: Superposition is used to obtain an equation for the water-table elevation between parallel drains in response to a periodic sequence of instantaneous recharge events of arbitrary volume and timing. The mathematical developments are especially useful for calculating the spacing of parallel-relief drains required to achieve a prescribed maximum water-table elevation under conditions of dynamic equilibrium. A drain-spacing calculation, compared with the results obtained by the Bureau of Reclamation's (USDI) approximate, dynamic-equilibrium method, shows the latter to result in a drain spacing that is on the safe side. The spacing method of this paper provides a mathematically correct alternative to the pioneering dynamic equilibrium calculation and maintains the flexibility required to handle conditions of variable recharge and drainout times.

Subject Headings: Drainage | Spacing | Equilibrium | Water table | Mathematics | Arbitration | Bureau of Reclamation | Safety |

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