水利学报
水利學報
수리학보
2013年
10期
1217-1224
,共8页
李识博%王常明%王钢城%马建全
李識博%王常明%王鋼城%馬建全
리식박%왕상명%왕강성%마건전
粗粒土%淤堵模式判别%特征孔径%最优淤堵粒径区间
粗粒土%淤堵模式判彆%特徵孔徑%最優淤堵粒徑區間
조립토%어도모식판별%특정공경%최우어도립경구간
coarse grained soil%clogging types distinguishing%characteristic aperture%optimal range of clogging grain size
以高原水库坝基松散介质为研究对象,对粒径区间为8~16mm、4~8mm、2~4mm、1~2mm及0.5~1mm的5种样品进行了室内淤堵模拟试验。依据试验结果,提出表层堆积淤堵、内部堵塞以及不淤堵3种模式,其中内部堵塞又分为内部部分孔隙堵塞和表面-内部双重淤堵两种类型,且以表层-内部双重淤堵模式下产生的淤堵效果最佳;得出等效粒径判别法和有效孔隙直径判别法两种粗粒土淤堵模式的判别方法;提出了“特征孔径”的概念,并结合有效孔隙直径判别法,得出5组不同粒径区间材料的特征孔径;将产生表层-内部双重淤堵模式下的粒径区间作为最优淤堵粒径区间,与室内试验中淤堵效果最佳的添加颗粒粒径区间对比,说明有效孔隙直径判别法可直接确定产生最佳淤堵效果的颗粒粒径。
以高原水庫壩基鬆散介質為研究對象,對粒徑區間為8~16mm、4~8mm、2~4mm、1~2mm及0.5~1mm的5種樣品進行瞭室內淤堵模擬試驗。依據試驗結果,提齣錶層堆積淤堵、內部堵塞以及不淤堵3種模式,其中內部堵塞又分為內部部分孔隙堵塞和錶麵-內部雙重淤堵兩種類型,且以錶層-內部雙重淤堵模式下產生的淤堵效果最佳;得齣等效粒徑判彆法和有效孔隙直徑判彆法兩種粗粒土淤堵模式的判彆方法;提齣瞭“特徵孔徑”的概唸,併結閤有效孔隙直徑判彆法,得齣5組不同粒徑區間材料的特徵孔徑;將產生錶層-內部雙重淤堵模式下的粒徑區間作為最優淤堵粒徑區間,與室內試驗中淤堵效果最佳的添加顆粒粒徑區間對比,說明有效孔隙直徑判彆法可直接確定產生最佳淤堵效果的顆粒粒徑。
이고원수고패기송산개질위연구대상,대립경구간위8~16mm、4~8mm、2~4mm、1~2mm급0.5~1mm적5충양품진행료실내어도모의시험。의거시험결과,제출표층퇴적어도、내부도새이급불어도3충모식,기중내부도새우분위내부부분공극도새화표면-내부쌍중어도량충류형,차이표층-내부쌍중어도모식하산생적어도효과최가;득출등효립경판별법화유효공극직경판별법량충조립토어도모식적판별방법;제출료“특정공경”적개념,병결합유효공극직경판별법,득출5조불동립경구간재료적특정공경;장산생표층-내부쌍중어도모식하적립경구간작위최우어도립경구간,여실내시험중어도효과최가적첨가과립립경구간대비,설명유효공극직경판별법가직접학정산생최가어도효과적과립립경。
A series of clogging simulation tests in laboratory were conducted on five kinds of samples to re-search the clogging effect on permeability of highland reservoir dam, and the grain size ranges of samples were distributed in 8~16mm, 4~8mm, 2~4mm, 1~2mm and 0.5~1mm, respectively. According to the test results,the clogging can be further divided into three types:surface clogging,internal blockage and unclog-ging. Then the internal blockage also can be divided into two types:internal partial pore blockage and sur-face-internal clogging. It was found that the occurrence of significant clogging is the surface-internal clog-ging type. Two kinds of clogging types distinguishing method for coarse grained soil were obtained, and characteristic aperture proposed for different grain size samples was calculated by clogging types distinguish-ing with effective aperture of grain. Compared with the range of clogging grain size corresponding to the phenomenon of obvious clogging in indoor test,the optimal range of clogging grain size calculated by effec-tive aperture of grain in the condition of the surface-internal clogging was more consistent. It shows that us-ing effective aperture of grain can provide a basis to select the clogging grain size under the different range of grain size.