Beaver dams,streamflow complexity,and the distribution of a rare minnow,Lepidomeda copei          下载免费PDF全文

Daniel C. Dauwalter  John D. Walrath 《Ecology of Freshwater Fish》2018,27(2):606-616

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.  相似文献   

砌石拱坝加高倍厚的三维接触仿真     

张社荣  蔡胜利  陈敏岩  黄昌清 《中国农村水利水电》2005,(4):86-89

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。  相似文献   

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

LI Guangqiang  FU Yong  CHEN Xianhong  ZHANG Zhan  RAO Jiangping  YANG Zhizheng 《保鲜与加工》2015,(2):64-71

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.  相似文献   

论碾压混凝土坝上游面喷丙乳砂浆的防渗作用     

林诚魁 《中国农村水利水电》1995,(10)

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。  相似文献   

爆破溃副坝的流量过程线计算方法及其应用     

冯民权  荣丰涛  周孝德 《灌溉排水学报》2002,21(2):67-70

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。  相似文献   

基于BIM技术与B/S架构的大坝安全可视化监测系统     

杰德尔别克·马迪尼叶提  牛志伟  李培聪  张宇  蒯鹏程  李家田 《排灌机械工程学报》2020,38(6):583-588

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.  相似文献   

整体式碾压混凝土重力坝的抗滑稳定性分析     

段亚辉 《中国农村水利水电》1995,(10)

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。  相似文献   

云龙河拱坝施工过程的三维有限元     

常晓林  卢建华 《中国农村水利水电》2006,(7):61-63

采用三维弹塑性非线性有限元法，对云龙河拱坝施工过程的实际浇筑、封拱和水库蓄水过程的坝体应力及变形进行了仿真分析，同时分析了施工过程的坝肩层间错层带的变形。计算结果表明施工过程的坝体变形较小，坝体有限元等效应力满足规范要求，坝肩层间错层带错动变形很小，说明大坝结构设计合理，坝肩无错动危险。计算成果为工程项目的实施提供了技术依据，同时对类似工程分析具有借鉴作用。  相似文献   

深厚覆盖层上高心墙堆石坝坝顶开裂特征及原因研究     

高志良  张瀚  熊敏 《中国农村水利水电》2020,(5):103-108,113

国内多座深厚覆盖层上兴建的高心墙土石坝坝顶均出现不同程度的开裂,对坝体的长期安全稳定构成威胁,受到业内广泛关注。通过地质雷达、高密度电法等物探技术确定某高心墙堆石坝顶裂缝时空分布情况,根据变形实测资料分析了其变形破坏特征,并结合工程建设情况、结构特征、运行情况等对开裂原因进行分析。结果表明坝顶裂缝产生的根本原因是土体承受的应力超过其抗拉强度或抗剪强度后而发生的破坏,直接原因为坝顶的不均匀沉降,其中水荷载、湿化变形、蓄水速度、坝顶材料特性是坝顶不均匀沉降的关键影响因素。  相似文献   

沙棘植物柔性坝坝体变形初步分析   总被引：1，自引：0，他引：1  

李怀恩  张康  毕慈芬  乔旺林 《干旱区资源与环境》2007,21(3):144-148

本文基于2005年在内蒙古准格尔旗西召沟小流域对已植的沙棘柔性坝进行野外调查,从植物生长角度对沙棘柔性坝坝体进行了纵向、横向、垂向(即沙棘柔性坝坝长、坝宽、坝高)的变形分析。对于沙棘柔性坝的坝长变化,主要从沙棘根系蘖苗萌生出发,分析得出其每年扩展约1m;柔性坝坝宽受沟宽限制,其发展趋势为扩展至满沟;柔性坝坝高变化采用三次函数和Logistic型函数两种具有“S”形特征的曲线进行拟合分析,经对比其变化过程服从Logistic型生长函数,并结合Logistic函数对沙棘植物柔性坝坝高的变化进行了具体意义的探讨。  相似文献