Beaver dams,streamflow complexity,and the distribution of a rare minnow,Lepidomeda copei

Freshwater fishes are threatened globally, and often too little is known about threatened species to effectively guide their conservation. Habitat complexity is linked to fish species diversity and persistence, and degraded streams often lack habitat complexity. Beaver Castor spp., in turn, have been used to restore streams and increase habitat complexity. The northern leatherside chub Lepidomeda copei is a rare, small‐bodied, drift‐feeding minnow that has anecdotally been observed to use complex habitats associated with beaver dams in the western United States. To investigate this anecdote, we conducted fish and habitat surveys, the latter focusing on quantifying habitat complexity, in a sub‐basin of the Upper Snake River Basin in the USA. Complementary generalised linear model and path analyses revealed that northern leatherside chub occurred more often at sites with complex streamflows, and streamflows were more complex when beaver dams were present and pools were deeper. Northern leatherside chubs were also more likely to occur when temperatures were warmer, aquatic macrophytes were abundant and stream channels were narrow and deep. The linkage between chubs, complex streamflows and beaver dams needs to be evaluated more broadly to completely understand its role in the rangewide status of the species. However, it does suggests that increased use of beaver reintroductions and dam analogues for stream restoration could be a boon for the northern leatherside chub, but such efforts should be monitored to determine their effectiveness to help adapt beaver‐based restoration approaches to best benefit the species.     

基于“3S”技术的辽宁省某尾矿库扩容工程生态影响预测与评价

以辽宁省某尾矿库为例,基于GIS技术,利用2010年的TM遥感影像及地形图,预测该尾矿库扩容后的生态影响。分析结果显示:尾矿库扩容工程对生态的影响主要体现在土地利用、植被、生态景观和地形地貌的变化4个方面。     

新疆恒源煤矿新近系水体采动等级评价

指出了恒源煤矿侏罗系煤系地层基本无水,主要充水水源为新近系独山子组的孔隙-裂隙含水层,但是主井筒开拓时,开始涌水量很小,继续向下开拓时,井筒涌水量超过1000m3/h。计算了煤层"两带"高度和新近系含水层与下覆煤系地层间距,研究表明:煤系地层与新近系水体间并无直接的水力联系,具体的涌水来源尚无定论,估算矿井的最大涌水量为160.74m3/h,正常涌水量为53.58m3/h。     

砌石拱坝加高倍厚的三维接触仿真

对砌石拱坝的加高倍厚中新、老坝体结构面，用有限元软件ANSYS结合接触理论进行计算，并分析结果得出：温升、水压力和淤沙压力使结合面上的接触压力增大，从而接触摩擦应力较大，有利于结合面的结合，而结合面在温降的作用下有脱离的趋势。     

Physical simulation of fluid field and structure optimization in two-strand tundish

The influence of the structure and location of dam and weir on fluid flow state in a two-strand tundish is studied, and a set of optimal structure, combining with the average residence time calculated from RTD curve, is obtained. The result indicates that the fluid flow state can be changed and the path of the fluid flow can be prolonged as well as the average residence time is improved after using dam and weir. But there are some dead zones after fluid passed through the dam and weir. Combination scheme of No. one dam and weir is better than the others. Its average residence time is 299 s and the volume fraction of dead zone is 31.0%. After the optimization of flowing control parameters in tundish, the best case is that the distance between dam and weir is 290 mm and the distance between weir and the long nozzle is 383 mm. The longest average residence time is 351 s and the minimum volume fraction of dead zone is 19.0% under the above situation. Compared with that of no dam and weir, the average residence time increases by 65 s and the dead zone volume fraction decreases by 15.0%. Based on Newton formula, the calculated results show that the inclusions with diameter larger than 17.5 μm can float up within 351 s under this optimization situation.     

论碾压混凝土坝上游面喷丙乳砂浆的防渗作用

碾压混凝土具有施工速度快，水泥用量少，投资省等明显的优点。国内的理论研究和工程实践都取得了突飞猛进的进展，在防渗问题方面也进行了卓有成效的探索，如福建省几座已建成的碾压混凝土坝均采用不同的防渗类型。文章结合福建省重点工程连江山仔水利枢纽工程碾压混凝土坝的施工情况，介绍了能够充分发挥碾压混凝土坝快速施工特点的悬臂钢模、改性混凝土的施工方法，论述了喷丙乳砂浆作为碾压混凝土坝上游主防渗体与这一施工特点相统一所具有的优越性。     

爆破溃副坝的流量过程线计算方法及其应用

在考虑特定水库的入流、库容特性及阻力、泄洪特性的基础上 ,按照水量平衡与输沙平衡原理 ,提出副坝逐渐溃决的流量过程线的 1种新的计算方法 ,该方法被用于某水库安全问题的研究 ,结果表明该方法是切实可行的。     

基于BIM技术与B/S架构的大坝安全可视化监测系统

为了实现大坝整体结构、安全监测测点布置及监测成果的可视化展示功能,并且能够及时、准确地掌握大坝运行状态和异常情况,以甘再碾压混凝土重力坝为例,对传统大坝安全监测系统存在的问题进行了深入的分析与解答,并围绕问题提出了可视化的大坝安全监测系统思想,利用Revit、Dynamo、Civil3D等主流BIM软件建立了大坝主体结构及监测点的模型族库,集成了大坝及监测系统的三维可视化BIM模型.借用于BIMFACE平台轻量化技术、PHP脚本语言和MySQL数据库等现代化信息技术,开发出基于B/S架构的甘再大坝安全可视化系统,实现了BIM模型的Web轻量化展示,可通过客户端浏览器在三维模型中直观查看大坝结构、监测仪器信息以及监测点时程曲线变化等内容.通过本系统的应用,大大提高了大坝运行期间安全监测的可视化管理水平,同时对传统的大坝安全监测系统提出了现代化的建立方式与思想.     

基于物联网的矿山安全系统

文章分析总结了当前数字矿山中物联网的矿山安全现状,提出一种固定感知与移动感知相结合,孤立感知与联合感知相结合的矿山安全系统方案,简要分析了该方案的科学性和可行性。     

整体式碾压混凝土重力坝的抗滑稳定性分析

文章采用三维弹塑性力学有限元法对整体式碾压混凝土重力坝的应力和抗滑稳定性进行了计算分析，并与刚体极限平衡法的计算结果进行了比较。结果说明，整体式碾压混凝土重力坝的应力和稳定条件较好，狭谷中的中低坝采用整体式碾压混凝土重力坝，具有明显的经济效益，在采取了严格的温控措施后，可推广采用。