Taking cemented coal gangue pipeline transportation system in Suncun Coal Mine, Xinwen Mining Group, Shandong Province, China, as an example, the hydraulic calculation approaches and process about gravity pipeline tra...Taking cemented coal gangue pipeline transportation system in Suncun Coal Mine, Xinwen Mining Group, Shandong Province, China, as an example, the hydraulic calculation approaches and process about gravity pipeline transportation of backfill slurry were investigated. The results show that the backfill capability of the backfill system should be higher than 74.4 m3/h according to the mining production and backfill times in the mine; the minimum velocity (critical velocity) and practical working velocity of the backfill slurry are 1.44 and 3.82 m/s, respectively. Various formulae give the maximum ratio of total length to vertical height of pipeline (L/H ratio) of the backfill system of 5.4, and then the reliability and capability of the system can be evaluated.展开更多
以某村镇居民小区内涝防治工程为例,应用SWMM雨水管理模型模拟该小区在多个重现期下雨水系统改造效果,分析雨水管道泄流能力、雨水井最大水深、排放口峰值流量等水力特征;考察增加海绵设施后子汇水区径流量、雨水井最大水深和排放口峰...以某村镇居民小区内涝防治工程为例,应用SWMM雨水管理模型模拟该小区在多个重现期下雨水系统改造效果,分析雨水管道泄流能力、雨水井最大水深、排放口峰值流量等水力特征;考察增加海绵设施后子汇水区径流量、雨水井最大水深和排放口峰值流量等水力特征,并通过雨水井积水深度随时间的变化曲线分析了雨水井累积雨水量。结果表明:无海绵设施的情况下,改造后雨水管网重现期提升至20 a, GQ32雨水管道泄流能力提升2.70%~22.81%,雨水井最大积水深度下降值为0.024~1.651 m, PFK1水流频率下降4.69%~8.02%,PFK2水流频率下降4.72%~8.12%。增加海绵设施的情况下,改造后雨水井积水深度下降0.020~0.298 m, PFK1峰值流量下降0.051~0.144 m3/s, PFK2峰值流量下降0.043~0.143 m3/s;雨水径流削减率随重现期的增加而减少,最高达28.68%。该研究结果可为村镇居民环境优化提供思路和技术支撑。展开更多
基金Project(50490270) supported by the National Natural Science Foundation of China
文摘Taking cemented coal gangue pipeline transportation system in Suncun Coal Mine, Xinwen Mining Group, Shandong Province, China, as an example, the hydraulic calculation approaches and process about gravity pipeline transportation of backfill slurry were investigated. The results show that the backfill capability of the backfill system should be higher than 74.4 m3/h according to the mining production and backfill times in the mine; the minimum velocity (critical velocity) and practical working velocity of the backfill slurry are 1.44 and 3.82 m/s, respectively. Various formulae give the maximum ratio of total length to vertical height of pipeline (L/H ratio) of the backfill system of 5.4, and then the reliability and capability of the system can be evaluated.
文摘以某村镇居民小区内涝防治工程为例,应用SWMM雨水管理模型模拟该小区在多个重现期下雨水系统改造效果,分析雨水管道泄流能力、雨水井最大水深、排放口峰值流量等水力特征;考察增加海绵设施后子汇水区径流量、雨水井最大水深和排放口峰值流量等水力特征,并通过雨水井积水深度随时间的变化曲线分析了雨水井累积雨水量。结果表明:无海绵设施的情况下,改造后雨水管网重现期提升至20 a, GQ32雨水管道泄流能力提升2.70%~22.81%,雨水井最大积水深度下降值为0.024~1.651 m, PFK1水流频率下降4.69%~8.02%,PFK2水流频率下降4.72%~8.12%。增加海绵设施的情况下,改造后雨水井积水深度下降0.020~0.298 m, PFK1峰值流量下降0.051~0.144 m3/s, PFK2峰值流量下降0.043~0.143 m3/s;雨水径流削减率随重现期的增加而减少,最高达28.68%。该研究结果可为村镇居民环境优化提供思路和技术支撑。
