According to variations of 137Cs and clay contents, 44 flood couplets were identified in a profile of res- ervoir deposit with a vertical length of 28.12 m in the Yuntaishan Gully. Couplet 27 at the middle of the prof...According to variations of 137Cs and clay contents, 44 flood couplets were identified in a profile of res- ervoir deposit with a vertical length of 28.12 m in the Yuntaishan Gully. Couplet 27 at the middle of the profile had the highest average 137Cs content of 12.65 Bq·kg?1, which indicated the 1963s' deposits, then 137Cs content decreased both downward and upward in the profile. The second top and bottom couplets had average 137Cs contents of 2.15 Bq·kg?1 and 0.92 Bq·kg?1, respectively. By integrated analysis of reservoir construction and management history, variations of 137Cs contents over the profile, sediment yields of flood couplets and rainfall data during the period of 1958-1970, individual storms related to the flood couplets were identified. 44 floods with a total sediment yield of 2.36×104 m3 occurred and flood events in a year varied between 1 and 10 times during the period of 1960-1970. 7-10 flood events occurred during the wet period of 1961-1964 with very wet autumn, while only 1-2 events during the dry period of 1965-1969. Average annual specific sediment yield was 1.29×104 t·km?2·a?1 for the Yuntaishan Gully during the period of 1960-1970, which was slightly higher than 1.11 ×104 t·km?2·a?1 for the Upper Yanhe River Basin above the Ganguyi Hydrological Station and slightly lower than 1.40 ×104 t·km?2·a?1 for the nearby Zhifang Gully during the same period. Annual specific sediment yields for the Yuntaishan Gully were correlated to the wet season's rainfalls well.展开更多
以位于黄土高原北洛河流域的南沟水库为研究对象,采用Li-850静态箱法,于融冰期(3月)、非融冰期(5月)对水体CO2分压(p(CO2))和水-气界面CO2逸出(F(CO2))分别进行了5 d 40次昼夜监测,同时测定了各种水体理化指标,着重对比了水体p(CO2)在...以位于黄土高原北洛河流域的南沟水库为研究对象,采用Li-850静态箱法,于融冰期(3月)、非融冰期(5月)对水体CO2分压(p(CO2))和水-气界面CO2逸出(F(CO2))分别进行了5 d 40次昼夜监测,同时测定了各种水体理化指标,着重对比了水体p(CO2)在两个时期间的差异和两时期内的昼夜变化特征,系统分析了水体p(CO2)的影响因素.结果表明:融冰期p(CO2)((324.8±59.4)Pa)比非融冰期((124.9±14.1)Pa)高出近3倍,差异性显著(p<0.05),但两个时期内昼夜p(CO2)值并无显著性差异(p>0.05);水体p(CO2)与水温、pH、叶绿素(Chla)、溶解氧(DO)呈显著负相关,与溶解无机碳(DIC)、溶解有机碳(DOC)呈显著正相关,水体p(CO2)受流域碳酸盐体系和水温影响最大,相关系数分别达0.92和-0.91,光合呼吸作用的影响其次;研究区小水库F(CO2)范围为101~1589 g·m^-2·a^-1,是大气持续碳"源",其平均排放量与个别温带、亚热带小型水库接近,但低于热带水库.展开更多
20061810 An Honggang (Department of CivilEngineering, Jianghan University, Wuhan430058, China); Sun Jun Intelligent Predic-tion of Ground Deformation by Small Sam-ples in the Shield Tunnel Construction (Jour-nal of Ch...20061810 An Honggang (Department of CivilEngineering, Jianghan University, Wuhan430058, China); Sun Jun Intelligent Predic-tion of Ground Deformation by Small Sam-ples in the Shield Tunnel Construction (Jour-nal of Chengdu University of Technology(Science &Technology Edition), ISSN1671-9727, CN51-1634/N, 32(4), 2005, p.362-367, 7 illus., 7 refs.)shield tunneling, settlement offoundationThrough learning from the observation ofground deformation in shield tunnel construc-tion, the prediction model was established bychoosing a suitable structure of ANN and rel-evant parameters. Small samples were trainedfor predicting behavior during subsequent con-struction. By using multi-step scrolling tech-nology, the curve of ground deformation inrecent days was obtained. The curves weredrawn to reflect hogging or sagging conditionin the tunnel direction. The method was usedto the regional tunnel between Pudong展开更多
基金Supported by CAS(Grant No.KZCX3-SW 422)NNSF(Grant Nos.90502002,40271015)+1 种基金ISWC(B105101-109)IAEA(12322/RO)
文摘According to variations of 137Cs and clay contents, 44 flood couplets were identified in a profile of res- ervoir deposit with a vertical length of 28.12 m in the Yuntaishan Gully. Couplet 27 at the middle of the profile had the highest average 137Cs content of 12.65 Bq·kg?1, which indicated the 1963s' deposits, then 137Cs content decreased both downward and upward in the profile. The second top and bottom couplets had average 137Cs contents of 2.15 Bq·kg?1 and 0.92 Bq·kg?1, respectively. By integrated analysis of reservoir construction and management history, variations of 137Cs contents over the profile, sediment yields of flood couplets and rainfall data during the period of 1958-1970, individual storms related to the flood couplets were identified. 44 floods with a total sediment yield of 2.36×104 m3 occurred and flood events in a year varied between 1 and 10 times during the period of 1960-1970. 7-10 flood events occurred during the wet period of 1961-1964 with very wet autumn, while only 1-2 events during the dry period of 1965-1969. Average annual specific sediment yield was 1.29×104 t·km?2·a?1 for the Yuntaishan Gully during the period of 1960-1970, which was slightly higher than 1.11 ×104 t·km?2·a?1 for the Upper Yanhe River Basin above the Ganguyi Hydrological Station and slightly lower than 1.40 ×104 t·km?2·a?1 for the nearby Zhifang Gully during the same period. Annual specific sediment yields for the Yuntaishan Gully were correlated to the wet season's rainfalls well.
文摘以位于黄土高原北洛河流域的南沟水库为研究对象,采用Li-850静态箱法,于融冰期(3月)、非融冰期(5月)对水体CO2分压(p(CO2))和水-气界面CO2逸出(F(CO2))分别进行了5 d 40次昼夜监测,同时测定了各种水体理化指标,着重对比了水体p(CO2)在两个时期间的差异和两时期内的昼夜变化特征,系统分析了水体p(CO2)的影响因素.结果表明:融冰期p(CO2)((324.8±59.4)Pa)比非融冰期((124.9±14.1)Pa)高出近3倍,差异性显著(p<0.05),但两个时期内昼夜p(CO2)值并无显著性差异(p>0.05);水体p(CO2)与水温、pH、叶绿素(Chla)、溶解氧(DO)呈显著负相关,与溶解无机碳(DIC)、溶解有机碳(DOC)呈显著正相关,水体p(CO2)受流域碳酸盐体系和水温影响最大,相关系数分别达0.92和-0.91,光合呼吸作用的影响其次;研究区小水库F(CO2)范围为101~1589 g·m^-2·a^-1,是大气持续碳"源",其平均排放量与个别温带、亚热带小型水库接近,但低于热带水库.
文摘20061810 An Honggang (Department of CivilEngineering, Jianghan University, Wuhan430058, China); Sun Jun Intelligent Predic-tion of Ground Deformation by Small Sam-ples in the Shield Tunnel Construction (Jour-nal of Chengdu University of Technology(Science &Technology Edition), ISSN1671-9727, CN51-1634/N, 32(4), 2005, p.362-367, 7 illus., 7 refs.)shield tunneling, settlement offoundationThrough learning from the observation ofground deformation in shield tunnel construc-tion, the prediction model was established bychoosing a suitable structure of ANN and rel-evant parameters. Small samples were trainedfor predicting behavior during subsequent con-struction. By using multi-step scrolling tech-nology, the curve of ground deformation inrecent days was obtained. The curves weredrawn to reflect hogging or sagging conditionin the tunnel direction. The method was usedto the regional tunnel between Pudong
