检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
作 者:杨帆[1] 张宽地[1,2] 杨婕[1] 杨明义[2] 马小玲[1]
机构地区:[1]西北农林科技大学水利与建筑工程学院,陕西杨凌712100 [2]中国科学院水利部水土保持研究所黄土高原土壤侵蚀与旱地农业国家重点实验室,陕西杨陵712100
出 处:《农业机械学报》2016年第11期157-162,共6页Transactions of the Chinese Society for Agricultural Machinery
基 金:国家自然科学基金项目(51579214);中央高校基本科研业务费专项资金项目(Z109021564);黄土高原土壤侵蚀与旱地农业国家重点实验室主任基金项目(A314021402-1619);流域水循环模拟与调控国家重点实验室开放基金项目(IWHR-SKL-2014)
摘 要:为深入研究植被覆盖下坡面流阻力规律,以植被覆盖下明渠水流植被阻力公式为基础,通过5个覆盖度、6个坡度和7个流量组合条件下的室内放水试验,结合理论分析,建立适应于坡面流的植被阻力模型。结果表明,植被阻力随等效覆盖度和等效水力半径的增加而增大,等效覆盖度对植被阻力的贡献率(0.106)小于明渠水流(0.167),而等效水力半径(0.5)和拖曳力系数(0.5)的贡献率与明渠水流(均为0.48)基本一致。植被阻力模型的NSE值高达0.84,为坡面流植被阻力计算奠定了一定的理论基础,可促进明渠水力学理论在坡面水流方面的扩展。For further researching the laws of flow resistance, based on the vegetation resistance model under open channel flow, vegetation resistance models were established under six slopes (2°-12°), seven flow discharges (3.65 L/rain, 4. 92 L/min, 8. 13 L/min, 11.78 L/min, 15.47 L/min, 19. 12 L/min and 27.26 L/min) and five vegetation coverage degrees (9. 300% ,6. 975% ,4. 650% ,2. 325% and 0) by combined experiment with theory which was adapted to overland flow. Equivalent coverage and equivalent hydraulic radius were defined in the model based on the definition of vegetation coverage and the hydraulic radius in the open channel flow. The results showed that when the other hydraulic conditions were identical, vegetation resistance was increased with the increase of equivalent coverage and equivalent hydraulic radius, the contribution rate of equivalent coverage (0. 106) was less than that (0. 167) of the open channel flow; however, the contribution rates of equivalent hydraulic radius (0.5) and the drag force coefficient (0.5) were approximately identical with those of the open channel flow (both of values were 0.48) , the Nse value of the model was 0. 84. This article distinguished vegetation resistance and comprehensive vegetation resistance, which may provide the theoretical basis for calculation of vegetation resistance of overland flow, so as to promote the expansion hydraulics theory of the open channel in the aspect of overland flow.
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:216.73.216.38