Investigating model performance and parameter sensitivity for runoff simulation across multiple events for a large green roof     

Lucie Worthen  Christa Kelleher  Cliff Davidson 《水文研究》2021,35(10):e14387

Green roofs are a form of green infrastructure aimed at retaining or slowing the movement of precipitation as stormwater runoff to sewer systems. To determine total runoff versus retention from green roofs, researchers and practitioners alike employ hydrologic models that are calibrated to one or more observed events. However, questions still remain regarding how event size may impact parameter sensitivity, how best to constrain initial soil moisture (ISM), and whether limited observations (i.e., a single event) can be used within a calibration-validation framework. We explored these questions by applying the storm water management model to simulate a large green roof located in Syracuse, NY. We found that model performance was very high (e.g., Nash Sutcliffe efficiency index > 0.8 and Kling-Gupta efficiency index > 0.8) for many events. We initially compared model performance across two parameterizations of ISM. For some events, we found similar performance when ISM was varied versus set to zero; for others, varying ISM yielded higher performance as well as greater water balance closure. Within a calibration-validation framework, we found that calibrating to larger events tended to produce moderate to high performance for other non-calibration events. However, very small storms were notoriously difficult to simulate, regardless of calibration event size, as these events are likely fully retained on the roof. Using regional sensitivity analysis, we confirmed that only a subset of model parameters was sensitive across 16 events. Interestingly, many parameters were sensitive regardless of event size, though some parameters were more sensitive when simulating smaller events. This emphasizes that storm size likely influences parameter sensitivity. Overall, we show that while calibrating to a single event can achieve high performance, exploring simulations across multiple events can yield important insight regarding the hydrologic performance of green roofs that can be used to guide the gathering of in situ properties and observations for refining model frameworks.  相似文献   

大跨度钢、木混合结构屋盖设计并基于实例分析对抗震性能的研究          下载免费PDF全文

夏建中  淡浩 《地震工程学报》2019,41(4):853-859

为有效提高建筑中屋盖的抗震性能、节约建筑施工成本,深入研究大跨度钢、木混合结构屋盖的抗震性能。基于一个工程实例对该问题进行研究。分析从基本周期与抗侧刚度比、地震作用估算、承载力设置、抗震变形验算、连接与基础设计五个测试参数展开,在此基础上确定预应力拉索的地震响应及张拉控制应力。设计的混合屋盖是使用4道X形布置的屋面预应力主索与外柱斜拉索结构,这样是确保屋盖结构在地震下能够有效工作,根据该结构结合一工程实例展开大跨度钢、木混合结构屋盖抗震性能测试。实验结果表明,大跨度钢、木混合结构屋盖相对单一结构屋盖而言,抗震性能更强;同时实例分析表明,在多向地震输入下大跨度钢、木混合结构屋盖的各个构件中,内柱是抗震性能较弱的部位。  相似文献   

Roof model recommendation for complex buildings based on combination rules and symmetry features in footprints     

Xuke Hu  Alexey Noskov 《International Journal of Digital Earth》2018,11(10):1039-1063

Currently, very few roof shape information for complex buildings is available on OSM. Moreover, additional data requirements (e.g. 3D point clouds) limit the applicability of many roof reconstruction approaches. To mitigate this issue, we propose an approach to roof shape recommendations for complex buildings by exploring the inherited characteristics of building footprints: the disclosure of rectangles combinations in a partition of footprints and the symmetrical features of footprints. First, it decomposes a complex footprint into rectangles by using an advanced minimal non-overlapping cover algorithm. Second, a graph-based symmetry detection algorithm is proposed to identify all the symmetrical sub-clusters in partitions. Then, a set of selection rules are defined to rank partitions, and the best ones are chosen for roof shape recommendation. Finally, a set of combination rules and a symmetry rule are defined. It enables to evaluate the probability of a footprint being a certain combination of roof shapes. Experimental results show the growth of the probability of correctly recommending roof shapes for single rectangles and buildings from a prior probability of 17–45% and from a prior probability of 0.29–14.3%, removing 60% and 93% of the incorrect roof shape options, respectively.  相似文献   

巷旁切顶对采场下位岩层垮落特征的影响机制     

刘斌慧  杨军  田锋  付强 《岩土力学》2023,44(1):289-302

巷旁切顶打断了巷道与采场下位顶板的连续性,促进了采场顶板垮落形成碎石帮,深入研究切顶对采场下位岩层垮落特征的影响机制具有重要意义。对采场支架载荷进行了分析,并对上覆岩层建立了力学建模,明确了上覆岩层运动与典型位置采场支架载荷特征的关系。在此基础上,针对6个巷旁切顶的工作面,给出了典型位置支架的载荷数据,从而分析得到巷旁切顶对采场下位岩层垮落特征的影响机制。同时,建立了数值模型,分析了不同的切顶起始位置和下位顶板强度对下位岩层垮落特征的影响。结果表明,121工法的“垮落线”具有对称的弧形边界,110工法的“垮落线”在切顶侧向工作面充分移动,N00工法介于上述两者之间。此外,不同切顶起始位置和顶板强度条件下,切顶的作用效果存在差异。研究结果有利于进一步深化巷旁切顶对采场下位岩层垮落特征影响的认识。  相似文献   

蒙陕接壤区纳林河二号矿井首采工作面顶板富水性探查     

石磊 《中国煤炭地质》2014,(10):49-52,72

在充分掌握地质勘探资料的基础上,利用井下物探和钻探等技术,对鄂尔多斯盆地蒙陕矿区深埋煤层首采工作面顶板水文地质条件进行了深入研究。结果表明,31101工作面顶板导水裂缝带范围内共发育三层含水层,从下往上依次为3-1煤顶板含水层、2-1煤顶板含水层和直罗组下段含水层;富水区域主要分布于2-1煤层顶板到直罗组下段岩层之间,岩性为中粒砂岩、中粗粒砂岩。切眼附近和旧回撤通道附近钻孔涌水量和水压波动较大,这两个区域顶板水富水不均一性较明显;中间位置顶板含水层发育较稳定,钻孔涌水量和水压也相对稳定,富水性比较均一。井下物探在切眼附近和旧回撤通道附近圈定的低阻异常区,主要由地层岩性和富水性等引起。  相似文献   

煤层顶板导水裂缝带发育高度探测研究——以黑龙江省双鸭山双阳煤矿为例     

赵海陆  田蕾 《中国煤炭地质》2014,(12):58-61

煤层顶板导水裂缝带发育高度是煤矿设计部门在留设防、隔水煤柱时必须考虑的一个重要参数,对煤矿水体下采煤、顶板防治水具有重要意义。基于双阳煤矿水文地质补充勘探项目,在8#煤层采空区上方施工两个地面钻孔,采用地面钻孔钻井液漏失量实测法、钻孔电视摄像技术及传统经验公式法相结合的方法,综合确定8#煤层顶板导水裂缝带发育高度为43.7~45.7m,为地质条件相似矿区在合理确定开采上限、留设防（隔）水煤柱等问题提供方法和数据支持。  相似文献   

基于改进RANSAC算法的复杂建筑物屋顶点云分割     

刘亚坤  李永强  刘会云  孙渡  赵上斌 《地球信息科学学报》2021,23(8):1497-1507

屋顶模型重建影响到建筑物完整模型重建质量,屋顶面点云分割质量对屋顶模型重建具有重要意义。针对传统RANSAC算法在屋顶点云面片分割时易产生错分割、过分割等问题,本文顾及点云位置信息,提出一种对点云重新分配的改进RANSAC点云分割算法。算法暂时剔除非平面内点,选取平面内点集中3个点作为初始样本,平面拟合判定邻域是否有效,从有效邻域中选取标准差值最小的3个点为初始模型。利用RANSAC算法对屋顶点云进行分割。利用K近邻算法统计误分类点与面片的距离降低误分类,优化过分割面片并进行连通性分析,利用距离及法向量一致性检验的方法重分配非平面内点。为验证本文算法有效性,选取芬兰Helsinki地区的3栋相互独立的复杂建筑物屋顶以及上海某小区的6栋建筑物群屋顶作为实验数据。在2组数据中,本文提出的改进RANSAC算法分割屋顶面片的平均准确率分别为92.17%、87.82%,78%的建筑物屋顶不存在过分割。在第2组数据中,所有分割面片上的点与其对应的最佳拟合平面的距离的标准差的平均值为0.030 m。实验结果表明,本文算法分割建筑物屋顶面片的准确率较高,较好的抑制了过分割现象,且抗噪能力强。  相似文献   

A note on estimating urban roof runoff with a forest evaporation model     

J. H. C. Gash  P. T. W. Rosier  R. Ragab 《水文研究》2008,22(8):1230-1233

A model developed for estimating the evaporation of rainfall intercepted by forest canopies is applied to estimate measurements of the average runoff from the roofs of six houses made in a previous study of hydrological processes in an urban environment. The model is applied using values of the mean rates of wet canopy evaporation and rainfall derived previously for forests and an estimate of the roof storage capacity derived from the data collected in the previous study. Although the model prediction is sensitive to the value of storage capacity, close correlation between the modelled and measured runoff indicates that the model captures the essential processes. It is concluded that the process of evaporation from an urban roof is sufficiently similar to that from a forest canopy for forest evaporation models to be used to give a useful estimate of urban roof runoff. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   

屋顶雨水回灌裂隙岩溶含水层连通示踪试验   总被引：1，自引：0，他引：1  

何茂强  王维平  朱平 《地下水》2012,(2):3-5

雨水回灌后对岩溶水的影响分析和效果需要对回灌井和下游的观测井监测数据说明。由于岩溶含水层中岩溶发育极不均匀,在测定地下水位并判定出地下水流向的基础上,连通示踪试验是选择与回灌井相对应的观测井的有效办法。用氯化钠作为示踪剂,监测不同测井不同埋深地下水电导率随时间变化的方法确定了岩溶水观测井选址、岩溶含水层的结构及水文地质条件。示踪试验结果表明,3#观测井(西院井)可用来监测雨水回灌效果,并计算出该地区的地下水势流速在9 m/h～20 m/h之间。该成果对北方地区岩溶含水层回灌和环境评价具有重要的参考价值。  相似文献   

坚硬顶板煤层一次采全高顶板支护管理研究     

李建璞  杨小彬  刘伟  李艳强 《地质与勘探》2012,48(6):1229-1233

大采高综采技术是厚煤层开采工艺的重要发展方向,越来越多地被采用,顶板事故在矿山生产安全事故中占有较大比例,有效控制顶板,合理对顶板进行支护是采矿过程中必须认真考虑的问题。大采高综采工作面采场顶板跨度大、高度高,矿山压力复杂,管理难道大,本文针对某矿9、10号煤层大采高综采工作面顶板坚硬特性,通过理论计算出了不同工作条件下支架工作阻力和顶板支护强度参数,结合对本矿区所做的相似模拟实验结论,对顶板管理中支护强度进行了分析研究,就矿区特定顶板条件选定和提出了具体支护要求。  相似文献