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1.
以黄河兰州至河口镇河段为研究对象,采用分解、协调、耦合和控制技术,通过数据实时传递与反馈实现水量水质的同步耦合,以河段取水量、断面下泄流量和水功能区水质指标为辨识参数实现调配目标的在线辨识与过程控制,建立具有循环迭代、在线反馈和滚动修正功能的水量水质一体化调配模型。以1956-2000年天然径流为输入,以2020水平年黄河上游需水和排污为例,通过优化提出河段水量水质一体化调配方案。结果表明,通过对取水量及其过程、污染物入河量与过程的协调控制,2020年水平河口镇以上河段地表耗水量125.2亿m3,低于黄河分水指标,COD和氨氮入河量控减率分别为50.6%和65.7%,水功能区水质达标率100%。模型可实现河段水量水质一体化调配。  相似文献   

2.
湖泊调蓄作用对河网计算的影响   总被引:1,自引:0,他引:1       下载免费PDF全文
分析了Muskingum法及其衍生的水动力学模型在水流计算中的优缺点,以及湖泊调蓄作用的计算方法,在此基础上建立了能够反映湖泊调蓄作用的河网模型,并采用荆江洞庭湖河网水系1996和1997年的相关资料进行了对比计算.结果表明,考虑湖泊的调蓄作用时,模型的计算值与实测值吻合较好,说明对湖泊调蓄作用的处理是较为符合实际情况的,所建模型具有较好的适用性.分析了湖泊调蓄作用对河网水沙数值计算影响的复杂性.  相似文献   

3.
湿地是流域水循环和水量平衡的重要调节器,在维护流域水量平衡、减轻洪旱灾害和应对气候变化等方面发挥极其重要的作用。流域湿地水文调蓄功能是湿地生态水文学研究的重要内容,科学认识和理解流域湿地水文调蓄功能对流域湿地恢复保护、水资源综合管控与应对气候变化具有极其重要的意义。本文阐述了流域湿地水文调蓄功能的概念与内涵,剖析了流域湿地水文调蓄功能时空变异性、阈值性和多维性三大特征及其影响因素(包括湿地土壤特性、植被特征和初始水文条件等内在因素和流域特征、降雨特征、气候变化和人类活动等外在因素),探讨了流域湿地不变情景下和变化情景下水文调蓄功能评估方法,并介绍了流域湿地水文调蓄功能定量评估模型与应用情况。最后,从学科发展和实践需求的视角提出了流域湿地水文调蓄功能未来亟需加强研究的重点方向。  相似文献   

4.
依据国外技术研制的非溢流型净水器,将滤池、沉淀池和絮凝池有机地溶为一体犤1犦。其双层滤料的任意组合,特殊的底板布水布气系统和侧向排水方式使非溢流型滤池在结构上有了新的技术性突破,使出水水质明显提高。反冲洗周期的延长及能耗的减少(水、电、药品),降低了滤池的运行费用;新型的结构设计使非溢流型滤池延长了使用寿命,缩短了施工安装时间而减少了投资成本。故非溢流型净水滤,池主要特性同溢流型单层滤池(如V型滤池)相比更具有先进性。  相似文献   

5.
本文分析了秦岭山前截洪引渗条件,以及涝河冲洪积扇截洪引渗方式与方案及其效果,采用数值模拟方法研究了截洪引渗与地下水库调蓄的协同效应。得出涝河冲洪积扇采取有水库、有引渗方案,实施截洪引渗工程与地下水库调蓄的联动,平水年可增补地下水0.45×108m3/a,丰水年可削减洪峰90%以上,增开状态的地下水位与泉流量仍可持续恢复。秦岭山截洪引渗条件和地下水库调蓄功能优越,实施截洪引渗工程对调节水资源时空分配不均、储蓄南水北调水量,缓解关中地区水资源供需矛盾、减轻洪灾等具有重要意义与作用。  相似文献   

6.
基于数值模拟的区域水量水质联合调度研究   总被引:10,自引:1,他引:9       下载免费PDF全文
针对太湖流域存在的主要水问题,在引江济太原型试验引分水控制模式分析的基础上,建立了区域水量水质模拟与调度的耦合模型。针对模型优化的复杂性,对水量水质数值模拟的格式算法、优化调度的目标函数及约束条件、模拟与优化模型的协调衔接等关键环节,提出了合理可行的处理方法。应用研究中,针对引江济太原型试验中暴露的引水分配不合理问题,研究了特定时段内望虞河引水的合理调度,并重点分析不同工况下调水对太湖水生态环境的影响。计算结果表明,所建立的模型是可行的,对区域水量水质联合模拟与调度有一定的借鉴价值。  相似文献   

7.
由于地下水的大量开采及永定河补水的减少,玉泉山泉水自1975年断流.随着南水北调工程的实施,在西山地区进行回灌和压采区域地下水成为可能.利用GMS数值模型,以河道补给、人工回灌、关井压采等手段设计4种调蓄方案,分析玉泉山泉复涌可行性及复涌后对地质环境的影响.研究表明,方案四可优先作为玉泉山泉复涌的调蓄方案,该方案主要利用在永定河引水渠和南旱河沿岸进行大口井回灌,回灌量约为8000万m3·a-1,同时,岩溶水集中水厂停采,其余开采量保持现状不变.在此方案下,区域水位平均每年上升0.84 m,预计到2050年末,玉泉山泉水位51.9 m,达到出流水位.  相似文献   

8.
感潮河网水环境容量影响因素研究   总被引:11,自引:1,他引:10       下载免费PDF全文
研究了感潮河网的水环境容量。研究表明影响感潮河网水环境容量的主要因素为:潮汐作用、调蓄库容、水利工程的调控运行、污染物的降解系数和边界引水水质。基于感潮河网水质模型,完善了其水环境容量的计算方法。以上海市浦南东片河网为例,分析了感潮河网水环境容量在上述因素影响下的时空变化规律,并提出了相应条件下的污染物日允许排放量  相似文献   

9.
张春志 《地下水》2007,29(1):61-64
利用MODFLOW对白沙河-城阳河下游水源地水质进行了研究,建立了白沙河-城阳河下游水源地的模型,对其水质进行了预测.并提出了MODFLOW在地下水水质预测中存在的问题.  相似文献   

10.
翟德斌  张丹  吴兴晨  宁晓华 《吉林地质》2019,38(3):78-80,88
本次以池南区污水处理厂为研究对象,通过分析其水文地质条件,结合建立的水文地质概念模型和地下水流数值模型,运用MODFLOW对池南区污水处理厂地下水水流及水质的影响进行模拟预测,从而针对可能产生的不利影响提出保护措施。  相似文献   

11.
Identifying and quantifying urban recharge: a review   总被引:12,自引:1,他引:12  
The sources of and pathways for groundwater recharge in urban areas are more numerous and complex than in rural environments. Buildings, roads, and other surface infrastructure combine with man-made drainage networks to change the pathways for precipitation. Some direct recharge is lost, but additional recharge can occur from storm drainage systems. Large amounts of water are imported into most cities for supply, distributed through underground pipes, and collected again in sewers or septic tanks. The leaks from these pipe networks often provide substantial recharge. Sources of recharge in urban areas are identified through piezometry, chemical signatures, and water balances. All three approaches have problems. Recharge is quantified either by individual components (direct recharge, water-mains leakage, septic tanks, etc.) or holistically. Working with individual components requires large amounts of data, much of which is uncertain and is likely to lead to large uncertainties in the final result. Recommended holistic approaches include the use of groundwater modelling and solute balances, where various types of data are integrated. Urban recharge remains an under-researched topic, with few high-quality case studies reported in the literature. Electronic Publication  相似文献   

12.
高度城镇化背景下水系演变及其响应   总被引:2,自引:0,他引:2       下载免费PDF全文
针对长江三角洲地区高度城镇化对水系剧烈影响的事实,以该区太湖平原苏州市为例,选取河网密度、水面率、分形维数和支流发育系数作为水系变化指标,运用GIS分析近50年来河网的时空变化规律,在此基础上,研究水系变化对于城镇化及降水变化的定量响应,分析高度城镇化下水系的发展趋势。结果表明:①近50年来研究区水系呈衰减趋势,河网密度、水面率、分形维数和支流发育系数分别下降5.6%、19%、1.2%和3%;区内水系禀赋差异大。②近50年来水系衰减的主要影响因素为城镇化,气候变化对其影响相对较弱;在水系变化中,城镇化的贡献率在67%以上。③随着城镇化率增加,研究区河网密度、分形维数、支流发育系数呈现先增长后衰减的"倒U型"曲线特征;苏州的高度城镇化与其水系表现出"先松弛,后紧密"的关系,二者的发展目前处于曲线右侧;未来将过渡到"高水平适应阶段"。本研究的结果丰富了城镇化与水系发展关系研究,可为其他地区水系系统的健康、绿色发展和保护提供参考。  相似文献   

13.
An established population of mummichog,Fundulus heteroclitus, in the Susquehanna drainage is reported from Pennsylvania for the first time. Three year classes of this brackish water species were taken on 17 August 1976 from Letort Spring Run, a tributary of the Conodoguinet Creek in Cumberland County. A survey of unpublished records and museum specimens revealed occurrences in Wissahickon Creek, Montgomery County, and Brandywine Creek, Chester County; both Delaware drainage. Presence in these drainages is believed the result of bait bucket introduction.  相似文献   

14.
 Ankara Creek is often subjected to overflowing of sewage caused by rainfall or direct discharge of raw sewage. Alluvial aquifers adjacent to Ankara Creek and its tributaries have considerable groundwater potential. The present status of groundwater quality is far from drinking water standards. Groundwater contamination in Ankara is suspected to be caused by Ankara Creek which is heavily polluted by raw sewage discharge, surface runoff and other common sources. In order to investigate the influence of heavily polluted Ankara Creek on the groundwater contamination in the adjacent alluvial aquifers, five sampling stations on Ankara Creek and 25 water wells were monitored during 1996. At five different sampling periods, water samples were collected from both surface water and groundwater. Chemical analyses of basic ions, pollution parameters and heavy metals in natural waters were carried out. The organic pollution prevails in Ankara Creek whereas total dissolved solids (TDS) and heavy metal concentrations are considerably low. Starting from the idea that Ankara Creek somewhat influences the groundwater quality and the contaminants in groundwater should attenuate with respect to distance, a series of water wells in a certain area, each having different distance from the creek, were examined using four pollution parameters. It is concluded that Ankara Creek barely influences the aquifer systems in connection. This is attributed to two reasons: rapid attenuation of contaminants due to dilution in groundwater and a blanket of very fine sized materials covering the bottom of Ankara Creek. Received: 28. April 1997 · Accepted: 23. February 1998  相似文献   

15.
Osheepcheon Creek running through the Dogyae area is being polluted by the influx of the abandoned coal mine drainage. Generally, the more polluted water has lower pH and Eh and higher conductivity values. The concentrations of Mg, Ca, Fe, SO4, and some trace elements, such as Cd, Co, Cr, Mo, Ni, Pb, Rb, Sr, U and Zn, are tens to hundreds of times more concentrated in the abandoned coal mine drainage than in the unpolluted streamwater. However, most immobile toxic pollutants from the mine drainage are quickly removed from the streamwater by the precipitation of amorphous Fe hydroxide and sorption on the precipitated Fe hydroxide. The fast removal of the pollutants from the streamwater maintains the water quality of the creek as acceptable at most places along the stream path, except where the abandoned coal mine drainage flows in. However, the creek has the potential of deteriorating quickly if the mine drainage is allowed to be continuously combined with the streams. A function of pH, Eh, and conductivity has been developed with discriminant function analysis for the purpose of easy, fast, and inexpensive measurement of the degrees of pollution of the streams. The estimated pollution of the streams with the discriminant function are consistent with what the chemical compositions of the water samples indicate. The pollution map of the study area was constructed from the calculated scores with the discriminant function. The pollution map suggests that the pollutants mainly come from the west side of Osheepcheon Creek. Thus, the abandoned coal mine drainage from the west side has to be appropriately treated as soon as possible to prevent Osheepcheon Creek from being further polluted. Considering the topography, climate, and the amount of the mine drainage, an active treatment method is recommended.  相似文献   

16.
David Tolmazin 《GeoJournal》1985,11(2):137-152
Soviet environmental policy of reservoir storage for hydroenergy production had a disastrous effect on the ecology of the major drainage systems and estuaries in European Russia and the Ukraine. Water quality and fish productivity in the rivers and estuaries sharply worsened. Since the early 1960's severe water deficits, increased pollution levels, and intrusions of saltwaters into the zones of freshwater and brackish water habitats caused resource-use conflicts between the major water users, which further contributed to the depletion of freshwater sources and the rapid deterioration of estuarine regions. As a remedial measure, Soviet environmental planners considered a complete restructuring of the country's drainage system by the diversion of the N-flowing rivers to the S slope of the country, transfer of the Danube water to the N slope of the Black Sea, and blocking the straits connecting the Azov Sea, the Dnepr estuaries with the Black Sea.This article investigates the environmental changes in the drainage systems of the USSR caused by various economic activities using the Black Sea Basin as a test ground. The analysis of trends in ecology of the drainage systems and estuaries, and proposed rehabilitation programs to enhance the economic importance of the Black Sea estuaries, shows that environmental misuse in the Soviet Union results from inability of the Soviet economic mechanisms to ensure efficient utilization of water resources in the national production system.  相似文献   

17.
为研究雨水花园对暴雨径流水文调控效果受不同设计参数的影响,在试验研究的基础上,利用排水模型DRAINMOD分析了雨水花园长期运行效果受其蓄水层深度、汇流面积比以及降雨特征等因素的影响。模型测试结果显示,DRAINMOD可以较好地模拟雨水花园内部水文过程;长序列(1951—2007年)模拟结果发现,试验雨水花园对暴雨径流量削减率的年均值为18.5%,经介质净化的水量占雨水径流总量的76.1%;雨水花园蓄水层深度超过某一临界值后对其滞留效果没有影响;汇流面积比增大,排水量和溢流量均增大;在雨水花园内部增加30 cm反硝化作用蓄水层后,排水量下降了19.2%,雨水花园对径流量的削减率提高到33.5%。可见,增加内部蓄水层后雨水花园对水量削减和污染物浓度去除都具有积极作用。  相似文献   

18.
19.
Water quality monitoring stations play critical roles for analyzing the information of water quality conditions in a watershed. The understanding of water quality conditions of a river system is very important for water resource management. This study applied the VIKOR method, a commonly used method in multiple criteria analysis, to evaluate the design of the water quality monitoring network in the Taipei Water Resource Domain (TWRD). Five criteria were selected for multiple criteria analysis: non-point source pollution, green cover ratio, landslide area ratio, over-utilization area ratio of hillsides, and density of water quality monitoring stations. This study recommended several areas where there is a need for sufficient monitoring records of water quality. The result shows that more monitoring stations are needed in the Bei-Shih Creek Basin. Although the Nan-Shih Creek Basin covers larger area than the Bei-Shih Creek Basin and the Sin-Dian Creek Basin, it can accept less density of water quality monitoring stations.  相似文献   

20.
Modeling landscape with high-resolution digital elevation model (DEM) in a geographic information system can provide essential morphological and structural information for modeling surface processes such as geomorphologic process and water systems. This paper introduces several DEM-based spatial analysis processes applied to characterize spatial distribution and their interactions of ground and surface water systems in the Greater Toronto Area (GTA), Canada. The stream networks and drainage basin systems were derived from the DEM with 30 m resolution and the regularities of the surface stream and drainage patterns were modeled from a statistical/multifractal point of view. Together with the elevation and slope of topography, other attributes defmed from modeling the stream system, and drainage networks were used to associate geological, hydrological and topographical features to water flow in river systems and the spatial locations of artesian aquifers in the study area. Stream flow data derived from daily flow measurements recorded at river gauging stations for multi-year period were decomposed into “drainage-area dependent“ and “drainage-area independent“ flow components by two-step “frequency“ and “spatial“ analysis processes. The latter component was further demonstrated to relate most likely to the ground water discharge. An independent analysis was conducted to model the distribution of aquifers with information derived from the records of water wells. The focus was given on quantification of the likelihood of ground water discharge to river and ponds through flowing wells, springs and seepages. It has been shown that the Oak Ridges Moraine (ORM) is a unique glacial deposit that serves as a recharge layer and that the aquifers in the ORM underlain by Hilton Tills and later deposits exposed near the steep slope zone of the ridges of ORM provide significant discharge to the surface water systems (river flow and ponds) through flowing wells, springs and seepages. Various statistics (cross- and auto-correlation coefficients, fractal R/S exponent) were used in conjunction with GIS to demonstrate the influence of land types, topography and geometry of drainage basins on short- and long-term persistence of river flows as well as responding time to precipitation events. The current study has provided not only insight in understanding the interaction of water systems in the GTA, but also a base for further establishment of an on-line GIS system for predicting spatial-temporal changes of river flow and groundwater level in the GTA.  相似文献   

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