期刊文献+
共找到4篇文章
< 1 >
每页显示 20 50 100
高拱坝枢纽工程泄洪调度方式对雾化的影响分析 被引量:6
1
作者 余凯文 韩昌海 《水利水运工程学报》 CSCD 北大核心 2019年第4期74-82,共9页
结合已建典型高拱坝枢纽工程泄洪雾化原型观测、数值模拟及物理模型试验成果,分析高拱坝枢纽部分孔口开启泄洪的雾化规律,探讨通过泄洪调度方式减轻泄洪雾化所带来危害的途径,保证电站枢纽安全有效运行。结果表明,坝身表、深(中)孔泄洪... 结合已建典型高拱坝枢纽工程泄洪雾化原型观测、数值模拟及物理模型试验成果,分析高拱坝枢纽部分孔口开启泄洪的雾化规律,探讨通过泄洪调度方式减轻泄洪雾化所带来危害的途径,保证电站枢纽安全有效运行。结果表明,坝身表、深(中)孔泄洪时雾雨区分布与下游水舌入水流速、水舌入水面积以及入水角度密切相关,其中入水流速对深(中)孔泄洪雾雨区分布的影响更加明显。当库水位和泄洪量一定时,泄洪洞运行雾化雨强及其影响范围最小,且雾化影响区集中在远离坝体的下游河段,而深(中)孔单独运行雾化雨强及其纵向影响范围明显大于表孔和泄洪洞单独运行工况,雾雨区垂向范围受泄洪调度方式影响较小。 展开更多
关键词 高拱坝 泄洪雾化 () 泄洪洞 调度方式
下载PDF
Numerical simulation of blasting effect with divided charge structure 被引量:1
2
作者 Hu Tao Li Xianglong +1 位作者 Guan Si He Lihua 《Engineering Sciences》 EI 2014年第6期39-45,共7页
This paper numerically simulates the stress development and generates a three-dimensional model of the medium-length hole blasting in infinite rock mass for continuous charge and divided charge in blasting by using th... This paper numerically simulates the stress development and generates a three-dimensional model of the medium-length hole blasting in infinite rock mass for continuous charge and divided charge in blasting by using the large-scale nonlinear dynamic analysis software LS-DYNA and the elastic-plastic model ~*MAT_PLASTIC_KINEMATIC and JWO-EOS.The differences of the decreasing rate in Von Mises effective stress of blasting,element effective stress peak of free surface,bore wall stress and acceleration are investigated.It is shown that divided charge could greatly improve the blasting effect by engineering blasting practice. 展开更多
关键词 medium-length hole bench blasting divided charge ANSYS/LS-DYNA numerical simulation
下载PDF
Research on the control technology of medium-length hole blasting fragmentation in underground mine
3
作者 Zhao Yanwei He Dongmei Liu Junxuan 《Engineering Sciences》 EI 2014年第6期52-57,共6页
The scalloped medium-length hole blasting mining method used in Dahongshan Copper Mine accounted for more than 61%of the total amount of mining,but the large boulder yield restricted the intensity of ore supply for mi... The scalloped medium-length hole blasting mining method used in Dahongshan Copper Mine accounted for more than 61%of the total amount of mining,but the large boulder yield restricted the intensity of ore supply for mines,and the average boulder yield was as high as 22.7%.In order to develop the mine production efficiency,the circular medium-length hole blasting technology was proposed and field tests were carried out.The test results showed that circular medium-length hole blasting mining can reduce the average boulder yield to 10.3%.Compared with the traditional scalloped medium-length hole blasting mining,the average boulder yield was decreased by 12.4%.The daily yield of ore for the panel on duty was increased by 152.29 t,and the growth rate was 51.1%.The new technology can reduce the time for the handling of boulder and the consumption of explosives and detonators for recrushing,and increase the efficiency of mining while reduce the mining cost,which has received good blasting effects. 展开更多
关键词 scalloped medium-length hole blasting circular medium-length hole blasting lump ore blastingeffect
下载PDF
Sediment consolidation settlement of Chengbei Sea area in the northern Huanghe River subaqueous delta,China
4
作者 刘杰 冯秀丽 刘潇 《Chinese Journal of Oceanology and Limnology》 SCIE CAS CSCD 2017年第3期693-703,共11页
One of the most important factors controlling the morphology of the modem Huanghe (Yellow) River delta is consolidation settlement, which is impacted by fast deposition, high water content, and low density of seaflo... One of the most important factors controlling the morphology of the modem Huanghe (Yellow) River delta is consolidation settlement, which is impacted by fast deposition, high water content, and low density of seafloor sediment. Consolidation settlement of the Huanghe River subaqueous delta was studied based on field data, laboratory experiments on 12 drill holes, and the one-dimensional consolidation theory. Results show that vertical sediment characteristics varied greatly in the rapidly forming sedimentary bodies of the modem Huanghe River subaqueous delta. Sediments in the upper parts of drill holes were coarser than those in the deeper parts, and other physical and mechanical properties changed accordingly. On the basis of the one-dimensional consolidation theory and drilling depth, the final consolidation settlement of drill holes was between 0.6 m and 2.8 m, and the mean settlement of unit depth was at 1.5-3.5 cm/m. It takes about 15-20 years for the consolidation degree to reach 90% and the average sedimentation rate within the overlying 50 m strata was at 5 cm/a to 12 cm/a. This study helps to forecast the final consolidation settlement and settlement rate of the modem Huanghe River subaqueous delta, which provides key geotechnical information for marine engineers. 展开更多
关键词 mechanical properties consolidation settlement drill hole modem Huanghe River subaqueous delta
下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部