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1.
Dissolved pollutants in stormwater are a main contributor to water pollution in urban environments. However, many existing transport models are semi-empirical and only consider one-dimensional flows, which limit their predictive capacity. Combining the shallow water and the advection–diffusion equations, a two-dimensional physically based model is developed for dissolved pollutant transport by adopting the concept of a ‘control layer’. A series of laboratory experiments has been conducted to validate the proposed model, taking into account the effects of buildings and intermittent rainfalls. The predictions are found to be in good agreement with experimental observations, which supports the assumption that the depth of the control layer is constant. Based on the validated model, a parametric study is conducted, focusing on the characteristics of the pollutant distribution and transport rate over the depth. The hyetograph, including the intensity, duration and intermittency, of rainfall event has a significant influence on the pollutant transport rates. The depth of the control layer, rainfall intensity, surface roughness and area length are dominant factors that affect the dissolved pollutant transport. Finally, several perspectives of the new pollutant transport model are discussed. This study contributes to an in-depth understanding of the dissolved pollutant transport processes on impermeable surfaces and urban stormwater management.  相似文献   
2.
Investigating the performance that can be achieved with different hydrological models across catchments with varying characteristics is a requirement for identifying an adequate model for any catchment, gauged or ungauged, just based on information about its climate and catchment properties. As parameter uncertainty increases with the number of model parameters, it is important not only to identify a model achieving good results but also to aim at the simplest model still able to provide acceptable results. The main objective of this study is to identify the climate and catchment properties determining the minimal required complexity of a hydrological model. As previous studies indicate that the required model complexity varies with the temporal scale, the study considers the performance at the daily, monthly, and annual timescales. In agreement with previous studies, the results show that catchments located in arid areas tend to be more difficult to model. They therefore require more complex models for achieving an acceptable performance. For determining which other factors influence model performance, an analysis was carried out for four catchment groups (snowy, arid, and eastern and western catchments). The results show that the baseflow and aridity indices are the most consistent predictors of model performance across catchment groups and timescales. Both properties are negatively correlated with model performance. Other relevant predictors are the fraction of snow in the annual precipitation (negative correlation with model performance), soil depth (negative correlation with model performance), and some other soil properties. It was observed that the sign of the correlation between the catchment characteristics and model performance varies between clusters in some cases, stressing the difficulties encountered in large sample analyses. Regarding the impact of the timescale, the study confirmed previous results indicating that more complex models are needed for shorter timescales.  相似文献   
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基于甘肃省清水县汤峪河径流小区2015—2017年的观测数据,研究不同植被恢复模式条件下坡面次降雨入渗、产流产沙特征。结果表明:不同植被恢复模式条件下的土壤入渗量与降雨强度呈二次函数关系,存在入渗量达到最大值的临界降雨强度。入渗速率与降雨历时可以用幂函数关系表达,符合考斯恰可夫入渗模型。不同植被恢复模式条件下的产流率在0.003 3~0.003 6 mm·min-1之间,相对裸地的减流率为54%~58%。产流率与降雨强度之间呈二次函数关系(R2>0.88),产流率的主要影响因素是降雨强度。径流含沙量平均值乔灌混合区(3.13 g·L-1)>灌木林(2.95 g·L-1)>乔木林(2.79 g·L-1)>草地(2.58 g·L-1),径流含沙量与降雨强度呈线性递增函数关系。裸地的产沙量显著高于各植被小区(P<0.05),是各植被小区的43~57倍,各植被小区的减沙率在93%~94%之间,减沙效益高于其减流效益。各植被坡面土壤流失量与降雨侵蚀力呈线性递增函数关系;产流率与侵蚀产沙率之间呈极显著正相关关系(P<0.01),二者间可采用二次函数关系表达。本研究成果可为黄土高原丘陵沟壑区水土保持优化配置提供理论依据。  相似文献   
5.
季节性缺氧导致夏季沉积物内源磷强烈释放,加剧水体富营养化,是我国西南地区深水湖泊(水库)面临的重要挑战.有效增加夏季缺氧期深水沉积物-水界面的含氧量,是减少内源磷释放的关键.现有的深水增氧技术由于缺乏对沉积物-水界面增氧的针对性,因此治理效果有限.近年来,纳米气泡已被证实具有的稳定性好、氧传质速率高和环境风险低等优点,为新型深水增氧技术研发提供了巨大潜力.本文以天然矿物材料白云母、绢云母、硅藻土和沸石为基底,负载纳米气泡,研发纳米气泡改性矿物颗粒技术,开展湖泊沉积物-水界面增氧模拟实验研究,运用平面光电极技术评估其界面增氧效果.结果表明,纳米气泡改性矿物颗粒对沉积物-水界面具有比较明显的增氧效果.其中,改性白云母、绢云母和沸石的界面持续增氧时间可达7天以上,增氧后的界面最大溶解氧(DO)浓度达4.40 mg/L,而改性硅藻土不具有增氧能力.其次,矿物粒度对改性颗粒的增氧效果有一定影响:粒度越细,界面的最大增氧浓度越高,且持续增氧时间越长.纳米气泡改性矿物颗粒技术有望成为夏季缺氧期深水沉积物-水界面精准增氧和内源污染控制的有效技术手段.  相似文献   
6.
对数字形变观测过程中辽宁丹东地震台、营口地震台、抚顺地震台、朝阳地震台DSQ水管仪、SS-Y伸缩仪存在的自然干扰现象进行研究,对其机理和数据形态作了对比分析,为快速、准确地判别自然干扰提供了科学依据。  相似文献   
7.
吕海深 《水文》2020,40(1):13-17
大孔隙流是土壤优先流的一种,在植被发育区土壤大孔隙比较常见,对径流形成过程产生重要的影响。介绍了大孔隙流的研究方法,系统总结了近50年植被发育区土壤大孔隙对降雨入渗过程及径流形成过程的影响:从水分入渗的角度,大孔隙可以加快降雨入渗过程;由土壤大孔隙流与山坡产流的关系,大孔隙促进了边坡雨水的运动进而引起了快速产流;世界范围内的研究都表明土壤管流或大孔隙流是径流组分重要贡献者。  相似文献   
8.
将多期切叠河道砂体归类合并,建立一个“垂向连续,横向联通的表外砂岩空间体”(其中砂岩间夹层厚度≤0.4 m)的自然层概念来控制多期河道复合切叠厚砂体。以北一匹断东萄一组1-4小层为例,利用自然层间砂体厚度、切叠程度、测井曲线形态、相叠加类型及砂体叠加期次将自然层分为5类;再依据砂体间切叠位置、切叠程度和切叠形态的差异建立自然层剖面表征方法;依据砂体叠加期次,建立自然层在平面上表征模式。  相似文献   
9.
长江口、钱塘江口和珠江口是受咸潮影响较为严重的区域。本文利用全国沿海海平面变化影响调查、沿海水文观测等数据,分析了近十年长江口、珠江口和钱塘江口咸潮入侵的变化特征及影响。分析结果表明:(1) 2009-2018年,长江口咸潮入侵次数和持续时间均呈减少趋势,该时段长江口共监测到约48次咸潮入侵过程,发生时间集中在9-10月至翌年5月,其中3月和11月入侵次数较多,分别为12次和7次。(2)钱塘江口咸潮入侵过程受沿海季节性海平面影响显著,12月至翌年3月为钱塘江口季节性低海平面期,4-7月上旬径流量较大,上述两个时期钱塘江口受咸潮入侵的影响均较小,7月下旬至11月上旬,钱塘江口处于季节性高海平面期,是咸潮影响的集中时段。(3) 2009-2018年,珠江口共监测到约57次咸潮入侵过程,发生时间集中在9-10月至翌年3-4月,其中1月、2月和10月咸潮入侵次数较多,均超过10次,2015年至今咸潮持续时间明显增加。(4)咸潮入侵次数和持续时间与基础海面和径流量等密切相关,咸潮入侵影响三大河口沿线水厂供水以及工农业生产取水,给沿岸城市的居民生活、工农业生产和渔业养殖等造成一定不利影响。  相似文献   
10.
In estuaries, the morphology of inland and offshore areas usually evolves synergistically. This study examines the decadal link between longitudinal changes in morphology of branching channels and movement of the offshore depo-center (where sediment deposition rate is maximum) of the Yangtze River estuary, under intense human interference. Integrated data analysis is provided on morphology, runoff discharge, and ebb partition ratio from 1950 to 2017. Channel-volume reductions and change rates between isobaths in branching channels reflect the impact of estuarine engineering projects. Ebb partition ratio and duration of discharge ≥ 60 000 m3 s-1 act as proxies for the water excavating force in branching channels and runoff intensity. It is found that deposition occurs in the lower/upper sub-reaches (or further downstream/upstream channels) of the inland north/south branching channels, and the offshore depo-center moves southward or southeastward, as runoff intensity grows; the reverse occurs as runoff intensity declines. This is because the horizontal circumfluence in the Yangtze estuary rotates clockwise as ebb partition ratios of the north/south branching channels increase/decrease for increasing runoff, and conversely rotates anticlockwise for decreasing runoff. Land reclamation activities, the Deepwater Channel Project, and the Qingcaosha Reservoir have impacted greatly on longitudinal changes of morphology in the North Branch and the South Passage and on ebb partition ratio variations in the North/South Channel and the North/South Passage. Dam-induced runoff flattening has enhanced deposition in the upper/lower sub-reaches of the north/south branching channels and caused northward movement of the offshore depo-center, except in areas affected by estuarine engineering projects. Dam-induced longitudinal evolution of branching channel morphology and offshore depo-center movement will likely persist in the future, given the ongoing construction of large cascade dams in the upper Yangtze and the completion of major projects in the Yangtze estuary. © 2020 John Wiley & Sons, Ltd.  相似文献   
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