农业工程学报
農業工程學報
농업공정학보
2010年
3期
64-68
,共5页
郭向红%孙西欢%马娟娟%毕远杰
郭嚮紅%孫西歡%馬娟娟%畢遠傑
곽향홍%손서환%마연연%필원걸
入渗%导水率%灌溉%Green-Ampt模型%蓄水坑灌
入滲%導水率%灌溉%Green-Ampt模型%蓄水坑灌
입삼%도수솔%관개%Green-Ampt모형%축수갱관
infiltration%hydraulic conductivity%irrigation%Green-Ampt model%irrigation with water stored in pit
在蓄水坑灌灌水时,蓄水坑内入渗水头的增加会改变入渗界面土壤结构性状,从而导致土壤水分入渗特性发生变化.为了能够模拟不同入渗水头作用下的入渗过程,该文在分析入渗水头对水分入渗影响的机制基础上,将入渗水头对入渗的影响归结为对概化饱和区导水率的影响,建立了能够模拟不同入渗水头对入渗影响的改进Green-Ampt模型.在室内进行了不同入渗水头入渗试验对改进后的Green-Ampt模型进行验证,结果表明不同入渗水头条件下不同时刻对应入渗率的Green-Ampt模型计算值和试验实测值吻合较好,改进的Green-Ampt模型可以有效地模拟不同入渗水头条件下的入渗过程.
在蓄水坑灌灌水時,蓄水坑內入滲水頭的增加會改變入滲界麵土壤結構性狀,從而導緻土壤水分入滲特性髮生變化.為瞭能夠模擬不同入滲水頭作用下的入滲過程,該文在分析入滲水頭對水分入滲影響的機製基礎上,將入滲水頭對入滲的影響歸結為對概化飽和區導水率的影響,建立瞭能夠模擬不同入滲水頭對入滲影響的改進Green-Ampt模型.在室內進行瞭不同入滲水頭入滲試驗對改進後的Green-Ampt模型進行驗證,結果錶明不同入滲水頭條件下不同時刻對應入滲率的Green-Ampt模型計算值和試驗實測值吻閤較好,改進的Green-Ampt模型可以有效地模擬不同入滲水頭條件下的入滲過程.
재축수갱관관수시,축수갱내입삼수두적증가회개변입삼계면토양결구성상,종이도치토양수분입삼특성발생변화.위료능구모의불동입삼수두작용하적입삼과정,해문재분석입삼수두대수분입삼영향적궤제기출상,장입삼수두대입삼적영향귀결위대개화포화구도수솔적영향,건립료능구모의불동입삼수두대입삼영향적개진Green-Ampt모형.재실내진행료불동입삼수두입삼시험대개진후적Green-Ampt모형진행험증,결과표명불동입삼수두조건하불동시각대응입삼솔적Green-Ampt모형계산치화시험실측치문합교호,개진적Green-Ampt모형가이유효지모의불동입삼수두조건하적입삼과정.
During irrigation process, the soil structure of infiltration interface is changed with infiltration head increasing in water storage pit, which results in changing of soil water infiltration characteristics. In order to simulate the infiltration process of different infiltration heads, the improved Green-Ampt model of different infiltration heads was established based on mechanism of soil infiltration in different infiltration heads. Effect of infiltration head on infiltration was reflected by the generalized saturated hydraulic conductivity. A series of experiments were conducted to verify the improved Green-Ampt model of different infiltration heads. The computational infiltration rate derived from the improved Green-Ampt model was in accordance with the experimental results under different infiltration heads. They indicate that the improved Green-Ampt model can effectively simulates infiltration process of different infiltration heads.