Abstract

Ditch-pond systems can effectively alleviate the adverse effects of agricultural drainage on downstream canals and flood control in downstream areas. In this study, peak flow reduction rate (PFR) and drainage volume detention rate (DVD) are used to evaluate the effectiveness of an off-line ditch-pond system for reducing peak flow, retarding agricultural drainage water, and examining the key influencing factors. The results show that the PFR and DVD of the off-line ditch-pond system are significantly affected by three parameters: weir depth (Ld), weir width (Lw), and pond area-to-drainage area ratio (Ksp). Both the PFR and DVD increase with the increase in Ld, Lw, and Ksp. The effects of Ld and Lw on the PFR and the DVD are significant, whereas that Ksp is relatively small. Adjusting Ld and Lw increases both the PFR and DVD up to 80%. Specifically, Ld contributes 75% of the variations in the PFR and the DVD, and Lw affects only 17% of the PFR variations and 11% of the DVD variations. These findings confirm that an off-line ditch-pond system can be effectively used for the detention of agricultural drainage water. Thus, when such a system is designed with an appropriate diversion weir, the impact of agricultural drainage water on downstream canals and downstream areas can be reduced remarkably.

Highlights

  • Agricultural drainage can effectively eliminate the adverse effects of waterlogging on crop growth

  • In an off-line ditch-pond system, a diversion ditch is used to connect a pond with a drainage ditch, and a side-weir regulates the flow rate of diverted water

  • The drainage detention performance of such a system is evaluated based on the extent of the peak flow reduction and the total amount of drainage water detention

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Summary

Introduction

Agricultural drainage can effectively eliminate the adverse effects of waterlogging on crop growth. To determine the effectiveness of ditch-pond systems for drainage water detention, Jiao et al [8] evaluated the impact of the pond and overflow weir specifications on the reduction in the peak flow and the delay in the peak occurrence. Further research is required to explore the effects of the influence factors on the drainage detention performance in an off-line ditch-pond system.

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