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Experimental study of soil erosion control systems: Behavior and effectiveness.

机译:土壤侵蚀控制系统的实验研究:行为和有效性。

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摘要

A laboratory experimental rainfall/runoff/infiltration system has been constructed to evaluate the performance of different erosion control systems on steep slopes under reproducible, controlled conditions. The system can investigate the performance of erosion control systems during very early stages of a rainstorm. Thus the fundamental mechanism of how various erosion control systems work can be investigated. The system is comprised of a rainfall-producing module, a soil/erosion-control-system test flume, and a measurement/data collection system. The rainfall module can produce rainfall intensities approaching 254 mm/hr. (10 in/hr.) with an average spatial coefficient of variation of only 4% over a wide range of rainfall intensities.The experimental results obtained using the system represent measurements of surface runoff and sediment yield resulting from nominal rainfall intensities of 50, 125 and 200 mm/hr. (2, 5 and 8 in/hr.) on the upper reaches of a 1 on 2.5 and of a 1 on 4 slopes. Data include the characteristic rising limb of the S-hydrograph, the equilibrium discharge, and the typical recession curve after cessation of rainfall. Results are obtained for unprotected soil slopes and for slopes protected by 12 different natural and geosynthetic erosion control systems.The analysis is focused on the behavior of each erosion control system and how it acts to control raindrop impact and soil detachment, how it reduces flow velocities, and ultimately how it controls sediment detachment and loss from the test plot (short-term performance). The analysis is limited to erosion control systems on the upper reaches of unvegetated relatively steep slopes.The hydraulic characteristics of the erosion control systems were determined based on parametric models obtained for the rising and receding limbs of the overland flow hydrograph. Also, dimensionless retardance and friction coefficients for the erosion control systems investigated were derived from a modified version of Izzard's model for retardance coefficient.
机译:已经建立了一个实验室实验降雨/径流/入渗系统,以评估可重现,受控条件下陡坡上不同侵蚀控制系统的性能。该系统可以在暴雨的早期阶段调查侵蚀控制系统的性能。因此,可以研究各种侵蚀控制系统如何工作的基本机理。该系统由降雨产生模块,土壤/侵蚀控制系统测试水槽和测量/数据收集系统组成。降雨模块可以产生接近254毫米/小时的降雨强度。 (10英寸/小时),在宽范围的降雨强度下平均空间变异系数仅为4%。使用该系统获得的实验结果代表了由名义降雨强度50、125引起的地表径流和沉积物产量的测量结果和200毫米/小时(2、5和8英寸/小时)分别位于2.5坡度1和4坡度1的上游。数据包括S水文图的特征性上升肢,平衡流量和降雨停止后的典型衰退曲线。获得了未保护的土壤边坡以及受12种不同的自然和土工合成侵蚀控制系统保护的边坡的结果。分析着重于每种侵蚀控制系统的行为以及其如何控制雨滴影响和土壤脱离,如何降低流速,以及最终如何控制沉积物从测试区中脱离和流失(短期性能)。该分析仅限于无植被的相对陡坡的上游的侵蚀控制系统。基于为陆上流水线图的上升和后退肢体获得的参数模型确定侵蚀控制系统的水力特性。同样,研究的侵蚀控制系统的无量纲延迟和摩擦系数是从Izzard延迟系数模型的修改版本中得出的。

著录项

  • 作者

    Rustom, Rifat Naim Hashem.;

  • 作者单位

    Drexel University.;

  • 授予单位 Drexel University.;
  • 学科 Hydrology.Engineering Agricultural.Engineering Civil.
  • 学位 Ph.D.
  • 年度 1993
  • 页码 220 p.
  • 总页数 220
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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