四湖流域下垫面改变对排涝模数的影响

选取湖北省四湖流域螺山排区作为研究对象,利用经验公式法计算排涝模数,并分析水面率、水旱比、城市化和灌溉方式及其变化对排涝模数的影响。结果表明:排涝模数随着水旱比和水面率的增加而减小,而随着地面硬化率的增加而增大;水面率对排涝模数的影响大于水旱比和地面硬化率的影响;同水稻的传统灌溉相比,间歇灌溉下的排涝模数较小。由于下垫面条件的改变,在10年一遇3日暴雨的排涝标准下,该地区排涝模数由1994年的0.38m3/（s·km2）上升到2011年的0.46m3/（s·km2）,大约相当于1994年下垫面条件下的19年一遇3日暴雨的排涝标准。     

临江地下结构主被动联合抗浮方法及应用

临江场地的地下水位受外江水位影响,具有长期水位较低、短期汛期水位极高的特点。临江场地内的地下结构,若仅采用抗拔桩或抗拔锚杆等常规被动抗浮措施进行抗浮,将抗浮设防水位取为地表高程显然是偏危险的,但按50年一遇和100年一遇水位采用常规被动抗浮措施进行抗浮设计又显然是不经济的,成本极高。基于此,提出抗浮范畴临江结构的定义及其“排水廊道+常规抗浮措施”的主被动联合抗浮的方法。根据临江承压圆湖公式,考虑越流效应,给出了临江排水廊道简化计算分析方法并进行了有限元验证。临江地下结构利用排水廊道进行防洪渡汛,保证汛期地下结构水荷载稳定,消除汛期高水压对结构产生的极端水荷载,而对于平时非汛期水位的作用则利用常规抗浮措施进行考虑。廊道只在汛期高水位时起防洪渡汛作用,排水减压不会引起环境影响问题,同时其耐久性也容易保证。最后介绍利用此方法进行抗浮的实际工程。     

Treatment of pump drainage boundary in riverside city

Waterlogging is drained by pump stations set on the inner river network in riverside cities. More importance is given to avoiding waterlog through an applicable design capacity of pump stations, confirmed by a reasonable method to deal with the complicated boundary of the pump drainage. Node’s Water-level Control Method (NWCM) has been proposed in this paper. The core idea of NWCM was to transform the pump drainage boundary into the water level boundary, in accordance with the storage capacity curve and the characteristic of a less different water level in riverside cities. The design capacity of each pump station was obtained by unsteady flow calculation. In the case study, the design capacities of the eight pump stations of Hexi New Town in Nanjing City were confirmed conveniently by NWCM. The total design capacity was less than that obtained through regular methods due to the full consideration for storage capacity of inner river channels in the new method, which was designed in accordance with actual conditions.     

采煤排水对区域水资源的影响——以山西阳武河流域上游煤矿区为例

煤炭资源的大量开采,对水资源造成了严重影响。以山西阳武河流域上游煤矿区为例,分析了采煤对水资源污染和水资源量减少的影响。未经处理的矿坑水直接排放不仅污染了过境河流水,同时也对第四系潜水、深层岩溶承压水造成了严重的污染。采煤排水是区域水资源量的减少和可利用水资源量减少的主要原因。对2个不同开采期水资源量变化进行分析对比,提出了采煤排水引起水资源量减少的主要原因是三水转化关系的变化,而可利用水资源量减少的主要原因是地下水流场变化、开采模数远大于径流模数、隔水层连续性破坏、底板突水、水资源污染等。     

Scale effects of eroded sediment transport in Wujiang River Basin,Guizhou Province,China

In recent years, research on spatial scale and scale transformation of eroded sediment transport has become a forefront field in current soil erosion research, but there are very few studies on the scale effect problem in Karst regions of China. Here we quantitatively extracted five main factors influencing soil erosion, namely rainfall erosivity, soil erodibility, vegetative cover and management, soil and water conservation, and slope length and steepness. Regression relations were built between these factors and also the sediment transport modulus and drainage area, so as to initially analyze and discuss scale effects on sediment transport in the Wujiang River Basin (WRB). The size and extent of soil erosion influencing factors in the WRB were gauged from: Advanced Spaceborne Thermal Emission and Reflection Radiometer Global Digital Elevation Model (ASTER GDEM), precipitation data, land use, soil type and Normalized Difference Vegetation Index (NDVI) data from Global Inventory Modeling and Mapping Studies (GIMMS) or Advanced Very High Resolution Radiometer (AVHRR), and observed data from hydrometric stations. We find that scaling effects exist between the sediment transport modulus and the drainage area. Scaling effects are expressed after logarithmic transformation by a quadratic function regression relationship where the sediment transport modulus increases before decreasing, alongside changes in the drainage area. Among the five factors influencing soil erosion, slope length and steepness increases first and then decreases, alongside changes in the drainage area, and are the main factors determining the relationship between sediment transport modulus and drainage area. To eliminate the influence of scale effects on our results, we mapped the sediment yield modulus of the entire WRB, adopting a 1 000 km2 standard area with a smaller fitting error for all sub-basins, and using the common Kriging interpolation method.     

Centrifugal model test on a riverine landslide in the Three Gorges Reservoir induced by rainfall and water level fluctuation

Frequent soil landslide events are recorded in the Three Gorges Reservoir area, China, making it necessary to investigate the failure mode of such riverside landslides. Geotechnical centrifugal test is considered to be the most realistic laboratory model, which can reconstruct the required geo-stress. In this study, the Liangshuijing landslide in the Three Gorgers Reservoir area is selected for a scaled centrifugal model experiment, and a water pump system is employed to retain the rainfall condition. Using the techniques of digital photography and pore water pressure transducers, water level fluctuation is controlled, and multi-physical data are thus obtained, including the pore water pressure, earth pressure, surface displacement and deep displacement. The analysis results indicate that: Three stages were set in the test (waterflooding stage, rainfall stage and drainage stage). Seven transverse cracks with wide of 1–5 mm appeared during the model test, of which 3 cracks at the toe landslide were caused by reservoir water fluctuation, and the cracks at the middle and rear part were caused by rainfall. During rainfall process, the maximum displacement of landslide model reaches 3 cm. And the maximum deformation of the model exceeds 12 cm at the drainage stage. The failure process of the slope model can be divided into four stages: microcracks appearance and propagation stage, thrust-type failure stage, retrogressive failure stage, and holistic failure stage. When the thrust-type zone caused by rainfall was connected or even overlapped with the retrogressive failure zone caused by the drainage, the landslide would start, which displayed a typical composite failure pattern. The failure mode and deformation mechanism under the coupling actions of water level fluctuation and rainfall are revealed in the model test, which could appropriately guide for the analysis and evaluation of riverside landslides.     

香溪河岩溶流域水系结构与洪峰特征关系

为研究香溪河岩溶流域地表水系结构特征与洪峰流量衰减过程规律,采用统计方法分析典型子流域的水系结构特征,采用流量衰减方程分析其典型退水过程。地表水流量衰减过程存在若干个亚动态,将各个亚动态的水量分配比例作为描述洪峰特征的特征值,将水系数目比例、水系长度比例作为描述水系结构的特征值,把两者作相关分析。结果表明:岩溶区水系长度比例与水量比例在第一和第三亚动态具有较高的相关性,相关性判定系数高达0.84,使用水系长度比例更能反映水系结构的特征。      

重力坝沿建基面失稳破坏的真实安全度研究

采用强度储备系数法,对重力坝建基面破坏过程进行非线性有限元模拟,并分析了坝体地基弹性模量比和建基面应力分布状态对破坏过程和强度储备系数的影响。研究结果表明：破坏过程可划分为4个阶段：贯通率平稳期、加速期、短暂平稳过渡期、急剧增加失稳期。当弹性模量比一定时,应力状态越趋于均匀分布,大坝处于稳定状态时的强度储备系数越大,坝趾坝踵处的应力比值越大,大坝处于稳定时的强度储备系数越小;当建基面应力分布状态一定时,弹性模量比的变化不改变建基面的总体破坏特征,强度储备系数与弹性模量比成正比。综合考虑应力分布及弹性模量比的影响,给出了正常荷载作用下重力坝沿建基面失稳破坏的真实安全度取值范围为1.5～2.5。     

Integrated remote sensing and GIS for surface water development. Case study: Ras El Hekma area, northwestern coast of Egypt

The surface water development can help to address the growing demand for water resources and the effects of stormwater flooding on the local environment. The study area was chosen according to its special conditions where it represents one of the main headlands along the southern Mediterranean coast and receives amount of rainfall during the winter season. The main objective of this paper is to monitor and record data about the current surface water status as well as to have a systematic understanding of the water resources base in the study area, and this assessment will contribute in the exploitation of the surface water. The current research is integration between geomorphology, geology, remote sensing, and the applications of geographical information system. The total amount of annual rainfall and surface runoff are estimated (annual rainfall is 23.345 million m³ and surface runoff is 1.167 million m³). On the other hand, the surface runoff which has been resulted from one event (storm) is also estimated to be 483,000 m³/day. The present study introduce some recommendations; the cisterns should be established in the vicinities of the watersheds and on the downstream of the drainage basins to store water before draining to the sea, the dug should be in oolitic limestone to reduce drilling costs, the water reservoirs should be established to store large amount of surface water (from 2,000 to 3,000 m³). Dams are necessary to protect the agriculture activities from any flash hazard which is expected any time.     

Emission reduction technology and application research of surface borehole methane drainage in coal mining-influenced region

Windblown methane is an important gas resulting in atmospheric greenhouse effect. Therefore, reduction in windblown methane is one of the important measures to mitigate atmospheric greenhouse effect. In China, weak coal seam of low permeability is common in coal mines, so it is beset with difficulties to decrease the methane emission rate by means of gas drainage from the virgin coal seam, further to decrease the windblown mine gas. Utilizing the pressure relief and permeability and fluidity improvement effect in coal mining an approach to release methane emission through surface borehole was established, for example establishing a comprehensive deformation fracture model of surface borehole in extraction area based on quantitative rule of overlying rock movement in pit and forming a technology to select the surface borehole arrangement site in extraction area on the basis of deformation of bore frame structure and distribution characteristics of extraction flow field. And optimization technology of shape and structure of surface borehole in extraction area on the basis of ultimate stress analysis of surface borehole casing was given. The technology overcomes effectively the problem that surface borehole casing is vulnerable to premature fracture due to impact of strata movement on the surface borehole, and further increases the drainage result of the surface borehole. The technology has been test in China Shanxi Jincheng Sihe Coal Mine, achieving good results, including 12,000 Nm³/d pure methane drainage rate from single borehole, 85% methane concentration and 1.1 million Nm³ accumulative methane drainage, which demonstrate practicability and advanced performance of the technology.     

New data and interpretations of the shallow and deep deformation of Huangtupo No. 1 riverside sliding mass during seasonal rainfall and water level fluctuation

The original Badong County, Hubei, China, was mainly below the highest water level of the Three Gorges Reservoir, which is 175 m above sea level. The new downtown of Badong was rebuilt in the Huangtupo area between 1982 and 1991. After detailed geological investigation in the Huangtupo area, four independent landslides were identified, making it one of the largest and most harmful landslide group in the Three Gorges Reservoir area. Since 2003, abundant data have been obtained from the Huangtupo No. 1 sliding mass about rainfall, water level, earth surface deformation and deep deformation. The monitoring data indicate that the earth surface and deep deformation of this landslide is closely related to the seasonal rainfall and water level fluctuation of the reservoir. During increases in the water level, the earth surface deformation velocity decreases, and then increases obviously in the subsequent water level decreasing stage. Because the water level drawdown period overlaps with the rainy season in this area, the earth surface deformation is affected by both rainfall and water level. The deformation velocity of the earth surface caused by rainfall is about 5 mm/month, while that caused by water level decrease is 5–7 mm/month. On the contrary, the deformation velocity of the deep sliding mass accelerates 2 to 3 times faster than average during water level increase. The distinction of surface and deep deformation regulations indicates that the effects of seasonal rainfall and water level fluctuation on the stability of reservoir wading landslides are different. Based on all monitoring data, we also found that the Huangtupo No. 1 riverside sliding mass is creeping seasonally during the seasonal rainfall and periodic reservoir water level fluctuation. The deformation velocities of the east regions of the sliding body indicate acceleration, making these regions even more dangerous.     

Hydrogeological conditions and aquifers potentiality for sustainable development of the desert areas in Wadi Qena,Eastern Desert,Egypt

To increase the potentiality of development and land reclamation activities, the Egyptian government funds the construction of a new desert road in Upper Egypt. This road connects Upper Egypt with the Red Sea Governorate. Surrounding the road is 207,000 acres of land surface which is almost flat and suitable for reclamation. To ensure the sustainability of the proposed development surrounding the road, analyses of the morphometric parameters, infiltration test and the grain size distribution, geoelectrical and hydrogeological investigations were conducted in the area. The results indicated a possibility of flash flood hazards and poor drainage condition for land reclamation activities is expected. The hydrogeological and geoelectrical investigations revealed that the unconfined Quaternary and confined Nubian Sandstone aquifers are the main aquifers in the area. The depths to water in the two aquifers range from 18 to 36 and 80 to 300 m with an average thickness of 40 and 275 m, respectively. The aquifers are made of sands and silt with clay intercalations. The total dissolved solids of water ranges between 1,700 and 5,400 mg/L, whereas the sodium absorption ratio ranges between 7 and 30 meq/L, indicating the suitability of water for irrigating medium- to high-salt-tolerant crops with proper drainage facilities. Thus, water in this area is not suitable for domestic use. Based on hydrogeological equations, the available water for extraction from the aquifers in the area is about 17.195?×?10⁹ m³, and this volume is not feasible to reclaim the whole proposed area for reclamation. Meanwhile, it may be possible to water small farms (not more than 60,000 acres for 50 years). Surface water source should be considered for the sustainability development of the area.     

红壤丘陵区地表水资源动态与合理调蓄利用研究

以红壤丘陵景观中相对独立且整体性强的集水区为基本单元,重点研究了集水区内降水、蒸散、水量蓄存等地表水资源的年变化。结果表明,降水资源在集水区内的陆面拦截蒸散、塘堰蓄存、排出集水区三者中的分布比例约为7:2:1,在水土保持型坡地的植被拦截、土壤渗流、地表径流三者中的分布比例约为3:5:2;每公顷1m土体中的土壤贮水量,在丰水季节,水土保持型坡地要比非水保坡地高出864.0～1067.0m3,少水季节则高出647.0～855.0m3。研究结果还表明,以集水区为单元的农业灌溉用水量,一般为年降水量的12%左右,蓄存此水量的塘堰面积应占集水区土地总面积的11%左右,对于塘堰面积已占土地总面积10%左右的红壤丘陵区而言,抗御季节性干旱依靠扩大塘堰蓄水已不现实,其主要途径应是充分发挥水库工程和"土壤水库"的巨大抗旱潜力。     

Isotopic characteristics of precipitation, surface and ground waters in the Yinchuan plain, Northwest China

The isotopic characteristics of hydrogen and oxygen of various water bodies in the Yinchuan plain were investigated. A total of 131 water samples were collected and another 99 water samples collected by other scholars and the International Atomic Energy Agency were referred to in the study. The stable isotopic compositions of precipitation and lake waters are influenced by dry climate and strong evaporation of the area, and the slope of local meteoric water line and lake water line are smaller than that of global meteoric water line. The isotopic compositions of the Yellow River water are significantly lower than the weighted averages of local atmospheric precipitation and are controlled by the runoff of upstream areas. The isotopes of phreatic water suggest that the single phreatic water is predominantly recharged by the bedrock fissure water of Helan Mountain, while the phreatic water in multilayer structure area is recharged by multiple sources. The confined waters in the area may be recharged under cooler climate conditions than the present, which makes the heavy isotopes depleted. The ³H contents of various water bodies are in the following order: the Yellow River water > multilayer phreatic water > single phreatic water > lake water > drainage ditch water > upper confined water > lower confined water. This is in accordance with the recharge, discharge and circulation conditions of the specific water bodies. The isotope compositions of waters in the Yinchuan plain are mainly affected by external water recharge rather than local precipitation. This study is meaningful and helpful in understanding the groundwater flow systems and water cycle in the area.     

Hydrogeochemical characteristics of surface water (SW) and groundwater (GW) of the Chinnaeru River basin,northern part of Nalgonda District,Andhra Pradesh,India

Groundwater and surface water samples from 47 locations (28 groundwater, 10 tanks and 9 stream channel) were collected during the pre-monsoon (May–June) and post-monsoon season (November) from Chinnaeru River basin. Chinnaeru River basin is situated 30 km east of Hyderabad City and its area covers 250 km² and falls in the Survey of India Toposheet No. 56 K/15. The extensive agricultural, industrial and urbanization activities resulted in the contamination of the aquifer. To study the contamination of groundwater, water samples were collected from an area and analyzed for major cations and anions. Various widely accepted methods such as salinity, sodium absorption ratio, Kelly’s ratio, residual sodium carbonate, soluble sodium percentage, permeability index and water quality index are used to classify groundwater and surface water (tank and stream) for drinking as well as irrigation purposes. Besides this, Piper trilinear diagram, Wilcox diagram, Doneen’s classification and Gibb’s plot were studied for geochemical controls, and hydrogeochemistry of groundwater and surface water samples were studied.     

A study of the interrelation between surface water and groundwater using isotopes and chlorofluorocarbons in Sanjiang plain,Northeast China

Surface water and groundwater are the main water resources used for drinking and production. Assessments of the relationship between surface water and groundwater provide information for water resource management in Sanjiang plain, Northeast China. The surface water (river, lake, and wetland) and groundwater were sampled and analyzed for stable isotopic (δD, δ ¹⁸O) composition, tritium, and chlorofluorocarbons concentrations. The local meteoric water line is δD = 7.3δ ¹⁸O–6.7. The tritium (T) and chlorofluorocarbon (CFC) contents in groundwater were analyzed to determine the groundwater ages. Most groundwater were modern water with the ages <50 years. The groundwaters in mountain area and near rivers were younger than in the central plain. The oxygen isotope (δ ¹⁸O) was used to quantify the relationship between surface water and groundwater. The Songhua, Heilongjiang, and Wusuli rivers were gaining rivers, but the shallow groundwater recharged from rivers at the confluence area of rivers. At the confluence of Songhua and Heilongjiang rivers, 88 % of the shallow groundwater recharged from Songhua river. The combination of stable isotopes, tritium, and CFCs was an effectively method to study the groundwater ages and interrelation between surface water and groundwater. Practically, the farmlands near the river and under foot of the mountain could be cultivated, but the farmlands in the central plain should be controlled.     

黄土地区边坡虹吸排水孔间距优化

为使虹吸排水技术在黄土地区边坡应用中取得更好效果,考虑黄土各向异性进行虹吸排水孔间距设计,基于Neuman理论,利用土质渗透系数差异程度考虑黄土各向异性渗流规律,引用拦截比的概念,并结合降深与影响半径的关系,推导出了一种适合各向异性土体的虹吸排水间距解析解。结果表明：虹吸排水孔间距不仅与渗透系数和降深相关,还与竖向渗透系数与水平渗透系数之比有着较大的关系。在黑方台黄土地区的实际工程案例中,0.4 m为虹吸排水孔的最优间距。数值模拟及解析计算表明,单排排水孔间距在0.4 m的情况下拦截比为49.7%,满足工程实际要求。     

Groundwater pricing for farms and water user association sustainability

Tunisia has invested heavily in irrigation schemes to secure water supply. The management of irrigation systems has been denied to local water user associations (WUA). These WUAs are assimilated to a natural monopoly. They sell water to farmers at the unit operational cost (marginal production cost). Such a price does not allow for budgetary balance, which leads to a chronic deficit of these WUA. It also does not reflect the scarcity of the resource, a situation that contributed to irrigated area expansion, an increase in the agricultural water demand, and misallocation of the resource. Low cost recovery results in poor maintenance, infrastructure deterioration, and water distribution inefficiency. The purpose of this paper is two folds: (i) to propose an alternative price scheme which ensures cost recovery and water use efficiency and (ii) to examine the impact of this new price on the farms’ surplus. To achieve this goal, we assumed that irrigation’s water price increase will be necessary. A field survey of 75 farmers in the center of Tunisia was conducted to estimate the irrigation water demand function. We also used the data collected on 36 WUAs in the region to estimate the irrigation water production cost function using the OLS method for both demand and cost functions, and the peak and the non-peak irrigated demand functions (i.e., summer and winter). The methodology consisted of maximizing social surplus to derive optimal prices for both seasons. The main results show that an increase in price in the range of 11 to 15 % in the winter and 50 to 75 % in the summer results in 11 % decrease of the annual quantity consumed and in a 2 % increase in the social surplus.     

The role of soil surface water regimes and raindrop impact on hillslope soil erosion and nutrient losses

Few investigations have addressed the interaction between soil surface water regimes and raindrop impact on nutrient losses, especially under artesian seepage condition. A simulation study was conducted to examine the effects on nitrogen and phosphorus losses. Four soil surface water regimes were designed: free drainage, saturation with rainfall, artesian seepage without rainfall, and artesian seepage with rainfall. These water regimes were subjected to two surface treatments: with and without raindrop impact through placing nylon net over soil pan. The results showed saturation and seepage with rainfall conditions induced greater soil loss and nutrient losses than free drainage condition. Nutrient concentrations in runoff from artesian seepage without rainfall condition were 7.3–228.7 times those from free drainage condition. Nutrient losses by runoff from saturation and seepage with rainfall conditions increased by factors of 1.30–9.38 and 2.81–40.11 times, and the corresponding losses with eroded sediment by 1.37–7.67 and 1.75–9.0 times, respectively, relative to those from free drainage condition. Regardless of different soil surface water regimes, raindrop impact increased 20.90–94.0 % nutrient losses with eroded sediment by promoting soil loss, but it only significantly enhanced nutrient transport to runoff under free drainage condition.     

Metabolic Responses of Estuarine Microbial Communities to Discharge of Surface Runoff and Groundwater from Contrasting Landscapes

Groundwater discharge is increasingly recognized as a significant source of nutrient input to coastal waters, relative to surface water inputs. There remains limited information, however, on the extent to which nutrients and organic matter from each of these two flowpaths influence the functional responses of coastal microbial communities. As such, this study determined dissolved organic carbon (DOC) and nutrient concentrations of surface water runoff and groundwater from both an urbanized and a relatively pristine forested drainage basin near Myrtle Beach, South Carolina, and quantified the changes in production rates and biomass of phytoplankton and bacterioplankton in response to these inputs during two microcosm incubation experiments (August and October, 2011). Rainwater in the urbanized basin that would otherwise enter the groundwater appeared to be largely rerouted into the surface flowpath by impervious surfaces, bypassing ecosystem buffers and filtration mechanisms. Surface runoff from the developed basin was most enriched in nutrients and DOC and yielded the highest production rates of the various source waters upon addition to coastal waters. The metabolic responses of phytoplankton and bacterioplankton were generally well predicted as a function of initial chemical composition of the various source waters, though more so with bacterial production. Primary and bacterial productivities often correlated at reciprocal time points (24-h measurement of one with the 72-h measurement of the other). These results suggest human modification of coastal watersheds enhances the magnitude of dissolved constituents delivered to coastal waters as well as alters their distributions between surface and groundwater flowpaths, with significant implications for microbial community structure and function in coastal receiving waters.