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Channel response and sediment yields in Brookeen Creek, Central Texas

机译:德克萨斯州中部Brookeen Creek的频道响应和沉积物产量

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Land and water management activities such as agriculture, soil conservation, and reservoirs for water supply and flood control, have caused channel degradation in many first and second order ephemeral streams that drain nearly 70 percent of the cohesive environments of the Blackland Prairie. Resurveyed historic cross-sections on Brookeen Creek, a 16 square mile agricultural watershed in Hill County, Central Texas, revealed a maximum channel incision of 7 feet during a 33 year period (1958-1991). Degradation induced channel bank failures are evident in the form of slumps and block failures. Channel incision has exposed the Taylor Marl bedrock along the entire creek. Comparisons of measured storm sediment with sediment yields calculated using the Modified Universal Soil Loss Equation (MUSLE) indicate that nearly 50 percent of the total watershed sediment yield may be contributed by channel loss. The average measured storm sediment yield was 4.4 tons/acre. The U.S. Army Corps of Engineers models HEC-1 and HEC-2 were used to quantify the hydrologic and hydraulic parameters to describe channel development. Bankfull discharges nearly doubled with the onset of agriculture in this region. Land area under soil conservation increased by 14 percent from 1943 to 1991, but did not alter peak discharges significantly. Modeled channel velocities for bankfull flows are erosive and in the range of 6 to 11 feet per second. According to the widely accepted conceptual model of channel process-response by Harvey and Watson (1986), Brookeen Creek has progressed from a Type I degrading stream in 1958 to a Type II degrading stream in 1991 and has entered stage III-IV. The study reach is currently aggrading, banks are still failing, and at least 1.5 feet of aggradation is required to establish an equilibrium slope and stable bed and bank conditions. Either grade control to reduce bank height and transport capacity or toe protection to reduce bank angles are needed. A combination of both treatments is recommended.
机译:用于供水和防洪的农业,水土保持和水库等土地和水管理活动,在许多第一和二阶短期流中引起了渠道退化,这些级别短暂的短暂流耗尽了近70%的黑兰德大草原的凝聚力。在德克萨斯州中部山县的16平方英里农业分水岭(Brookeen Creek)历史悠久的横截面,在33年期间(1958-1991),揭示了7英尺的最大频道切口。劣化诱导的通道银行故障以坍落度和阻塞故障的形式显而易见。通道切口沿着整个小溪露出泰勒马尔基岩。使用改进的通用土壤损失方程(MOTLE)计算测量风暴沉积物与沉积物产量的比较表明,近50%的流域沉积物产量的近50%可以通过信道丧失贡献。平均测量的风暴沉积物产量为4.4吨/英亩。美国军队的工程师模型HEC-1和HEC-2用于量化水力和液压参数来描述渠道开发。 Bankfull在该地区发出了几乎翻了一番。土地保护下的土地面积从1943年到1991年增加了14%,但没有明显改变峰值排放。 Bankfull流量的建模频道速度是侵蚀,每秒6到11英尺。根据哈维和Watson(1986)的广泛接受的频道处理概念模型 - 哈维克斯溪从1958年的I型降解流进化到1991年的II型降解流,并进入III-IV阶段。该研究达到目前正在加剧,银行仍然失败,需要至少1.5英尺的加重需要建立平衡坡和稳定的床和银行条件。需要等级控制以减少银行高度和运输能力或脚趾保护以减少银行角度。建议使用两种治疗方法。

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