流域侵蚀产沙人类活动影响指数研究——以长江上游为例

流域产沙是土壤侵蚀的重要反映, 受降雨等自然要素和人类活动的共同作用。采用退 耦理论的思想和差分方法推导出流域侵蚀产沙人类活动影响指数的简易估算方法, 并对长江 上游的金沙江、乌江、嘉陵江、岷江分别计算人类活动总体贡献率。结果表明, 各流域人类 活动对侵蚀产沙变化的贡献率达72%～97%,总体上属于抑制侵蚀的正向活动。长江上游输 沙量呈阶段梯级变化, 根据流域侵蚀产沙人类活动影响指数的距平累积变化的突变特征将 1955～2009年划分为5个阶段并分析了每个阶段人类活动的主要特点及其对侵蚀产沙的影响。 其中, 20世纪80年代中期以前河流输沙量较大, 主要与“一五”、“大炼钢铁”、“三线建设”、 农村改革前期不稳定因素等密切相关, 而70年代河流输沙量较小是受当时大搞农田基本建设 和采取“挑沙面土”、“边沟背沟”等传统水土保持措施的影响, 80年代中期后河流输沙量明 显减少, 主要受社会经济稳定有序发展、水保工程的实施及大兴水库建设等影响。     

输沙量 、侵蚀量与泥沙输移比的流域尺度关系——以赣江流域为例

输沙量、侵蚀量与泥沙输移比的流域尺度转换研究是当前流域侵蚀产沙研究领域的前沿课题,旨在通过尺度转换理论将坡面小区试验研究成果转换到流域的更大范围。以赣江流域实测输沙量和计算侵蚀量与泥沙输移比数据为基础,探讨了该流域3个变量的流域尺度关系,进而研究分析了3个变量尺度转换的可能性。3个变量与流域面积的关系散点图和相关方程都反映了这3者与流域面积不存在明显的相关关系,相悖于前人反比关系的结论。文章还阐述了流域面积的内涵及输沙量、侵蚀量和输移比的影响因素与流域面积的关系,发现3个变量的影响因素与流域面积不存在尺度效应。由此推断在赣江流域输沙量、侵蚀量和泥沙输移比实现尺度转换存在的可能性不大。这一研究结论是否成立或是否具有普遍性意义还有待于更多流域的研究成果来进一步证实。     

区域土壤侵蚀演化风险分析——以泾河流域为例

土壤侵蚀演化风险是在一定的空间范围内土壤侵蚀风险的时间变化关系,是发生土壤侵蚀可能性的动态演变过程,其对于评价不同时空尺度水土保持措施的合理性及其效益意义重大。以位于黄土高原中部的泾河流域为例,基于1986年、1995年和2000年的三期土地利用类型空间数据,利用GIS技术和信息熵理论,结合美国通用土壤流失方程（Uni...     

Modeling stream flow and sediment yield using the SWAT model: a case study of Ankara River basin,Turkey

The Soil and Water Assessment Tool (SWAT) was tested for prediction of stream flow and sediment yield in the Ankara basin, Turkey. The overall objective of this study was to evaluate the performance and applicability of the SWAT and generate a soil erosion map. Thirteen years of daily/monthly flow and monthly sediment data were used for calibration and validation. Model performance was evaluated using statistical measures to assess the applicability of the model in simulating stream flow and sediment yield during calibration (1989–1996) and validation (1982–1984) periods. Nash Sutcliffe efficiency (NSE), relative error (RE), and R² (coefficient of determination) for daily flow were computed as 0.61, ?0.55, and 0.78, respectively; and as 0.79, ?0.58, and 0.89 for monthly flow during the calibration. Statistical comparisons of sediment yield produced values for NSE, RE, and R² of 0.81, ?1.55, and 0.93, respectively, during the calibration. The resulting map suggests that significant portions of urbanized and highly cultivated areas in the vicinity of stream channels are particularly vulnerable to soil erosion. SWAT satisfactorily simulated hydrology and sediment yield and can be used as a tool in decision-making for water resources planning in a basin with similar characteristics.     

无定河流域不同地貌区水沙过程对比

为了查明人为影响程度较低时期无定河流域内不同地貌区的水沙过程及其变化规律,选取1970年以前一段时期该流域内风沙区和黄土丘陵沟壑区河流的有关水文站的水文泥沙实测数据进行对比分析。结果表明,风沙区河流的流量变率较黄土丘陵沟壑区的小;风沙区河流的含沙量远小于黄土丘陵沟壑区河流的含沙量。黄土丘陵沟壑区河流具有极高的输沙率,而风沙区河流的输沙率微不足道。风沙区和黄土丘陵沟壑区河流的产流模数基本相近,但产沙模数非常悬殊,前者的产沙模数很小,为118.58~725.38t /km² · a,而后者的达到1879.36~25112.15t /km² · a。显然,无定河流域黄土丘陵沟壑区的河流是侵蚀产沙的主要来源区,因而是水土保持工作的重点区域。     

黄河口泥沙淤积估算问题和方法——以钓口河亚三角洲为例

以往在黄河三角洲沉积量的估算中,对沉积物干容重和计算边界等问题不够重视,导致计算结果存在明显出入。本项研究通过广泛收集资料和大量采样分析得到了多种沉积环境下沉积物干容重的计算模型,结合三角洲沉积结构分析和利用地形测量数据,计算了黄河口钓口河流路时期亚三角洲不同时期的沉积量。其中1965年至1974年间钓口河亚三角洲前缘坡脚以内的总淤积量为71.0亿t。其平均干容重为1.36g/cm³。这一干容重用于估算其它亚三角洲沉积量不会造成明显误差。认为忽略三角洲下松软沉积层的压实沉降、三角洲平原相和前缘相中粘性土与非粘性土干容重的差别以及来沙量的测量误差对计算结果影响较小。     

Fluvial process and morphology of the Brahmaputra River in Assam, India

The Brahmaputra River finds its origin in the Chema Yundung glacier of Tibet and flows through India and Bangladesh. The slope of the river decreases suddenly in front of the Himalayas and results in the deposition of sediment and a braided channel pattern. It flows through Assam, India, along a valley comprising its own Recent alluvium. In Assam the basin receives 300 cm mean annual rainfall, 66–85% of which occurs in the monsoon period from June through September. Mean annual discharge at Pandu for 1955–1990 is 16,682.24 m³ s^{− 1}. Average monthly discharge is highest in July (19%) and lowest in February (2%). Most hydrographs exhibit multiple flood peaks occurring at different times from June to September. The mean annual suspended sediment load is 402 million tons and average monthly sediment discharge is highest in June (19.05%) and lowest in January (1.02%). The bed load at Pandu was found to be 5–15% of the total load of the river. Three kinds of major geomorphic units are found in the basin. The river bed of the Brahmaputra shows four topographic levels, with increasing height and vegetation. The single first order primary channels of this braided river split into two or more smaller second order channels separated by bars and islands. The second order channels are of three kinds. The maximum length and width of the bars in the area under study are 18.43 km and 6.17 km, respectively. The Brahmaputra channel is characterised by mid-channel bars, side bars, tributary mouth bars and unit bars. The geometry of meandering tributary rivers shows that the relationship between meander wavelength and bend radius is most linear. The Brahmaputra had been undergoing overall aggradation by about 16 cm during 1971 to 1979. The channel of the Brahmaputra River has been migrating because of channel widening and avulsion. The meandering tributaries change because of neck cut-off and progressive shifting at the meander bends. The braiding index of the Brahmaputra has been increasing from 6.11 in 1912–1928 to 8.33 in 1996. During the twentieth century, the total amount of bank area lost from erosion was 868 km². Maximum rate of shift of the north bank to south resulting in erosion was 227.5 m/year and maximum rate of shift of the south bank to north resulting in accretion was 331.56 m/year. Shear failure of upper bank and liquefaction of clayey-silt materials are two main causes of bank erosion.     

长江干流河道对流域输沙的调节作用

利用长江干流和主要支流上测站1956~2004年的输沙量资料,对干流未测区域的来沙进行了估计。根据泥沙平衡 (Sediment budget) 概念,对长江干流河道的冲淤对来水来沙的响应以及对入海泥沙的影响进行研究发现,长江干流屏山至大通河道平均淤积速率为88.58×10⁶ t/a,河道淤积占总的来沙量及大通站输沙量比例分别为14%与21%。由于河道淤积,大通站输沙量减少了17.5%。总体来说上游淤积较轻,宜昌至汉口区间淤积严重,汉口至大通区间为微冲。长江干流的河道冲淤与流域总的来沙具有显著的相关关系,但各段河道的冲淤对流域来沙的响应各不一样。上游的冲淤与流域的径流量和来沙量均没有很好的相关性,宜昌-汉口段河道冲淤的变化与宜昌站的来沙具有显著的相关性;影响汉口-大通间河道的冲淤变化的主要因素是流域的来水量,河道的冲淤与大通站径流量的存在显著的负相关关系。三峡水库蓄水后整个长江干流的冲淤形势发生了根本的变化。三峡水库的蓄水运用有效地减轻了洞庭湖的泥沙淤积,同时也降低了洞庭湖的对长江干流泥沙的调节作用;长江上游干流河道淤积增强,中下游河道出现冲刷,但不同的河段表现不一;中下游河道冲刷量小于预测值,三峡水库的蓄水运用直接导致了长江入海泥沙的减少。     

CFSR气象数据在流域水文模拟中的适用性评价——以灞河流域为例

近年来,全球再分析气象数据已经越来越多地被运用到世界各地的水文建模中,但是其模拟的效果有很大差异。为探讨CFSR再分析数据在流域水文模拟中的适用性问题,本文以灞河流域为研究区,使用两种气象数据（传统气象数据和CFSR气象数据）构建SWAT水文模型,并从年和月尺度分别进行灞河流域2001-2012年的径流模拟,利用回归分析、纳什效率系数NSE和百分比偏差PBIAS等评价方法对两种数据的模拟效果进行对比。最后,提出了CFSR气象数据订正的方法。结果表明：① CFSR气象数据在灞河流域水文模拟中有一定的适用性,模拟结果的拟合优度R²>0.50,NSE>0.33,|PBIAS|<14.8,纳什效率系数NSE偏低。尽管CFSR气象数据质量存在一定问题,但是经过降雨数据订正后能够取得比较满意的模拟效果。② CFSR气象数据模拟流量比实测流量偏高,这主要是由于CFSR逐日降水数据估算的降雨天数较多、雨强较大,一般会导致该数据在水量平衡方面能够模拟出较高的基流和洪峰流量（个别年份除外）。③ 灞河流域CFSR降水数据（x）与实测降水数据（y）之间的关系大致可用幂指数方程表达：y = 1.4789x^0.8875（R² = 0.98,P<0.001）,每个CFSR站点的拟合方程略微不同,此方程为CFSR降水数据的订正提供了理论基础。     

怒江流域悬移质输沙时空分布特征及变化趋势

利用怒江-萨尔温江上游地区怒江流域5 个水文站长序列日悬移质输沙与径流观测记录,运用Mann-Kendall 检验和R/S 分析等方法,分析了50 多年来(1956-2011) 怒江干流和支流南汀河输沙时空格局和变化特征及其与径流的关系.结果表明：(1) 怒江干流平均含沙量和输沙模数远小于支流南汀河,流域悬移质输沙率年际变异系数随控制面积增大而减小;(2) 怒江干流木城站悬移质输沙率小于其上游道街坝站,部分泥沙淤积在区间河床可能是其原因之一;(3) 怒江流域悬移质输沙年内分配极不均匀,干流悬移质输沙集中程度在月以上时间尺度高于支流南汀河,而在日时间尺度则低于支流南汀河;(4) 怒江干流和支流南汀河悬移质输沙率均呈明显上升趋势,且未来仍将延续上升趋势,二者的突变分别始于1987 年和1980 年;(5) 怒江干流中上游悬移质输沙与径流的相关性不显著,中下游、下游以及支流南汀河悬移质输沙与径流的相关性均显著.     

Estimating the fluvial sediment input to the coastal sediment budget: A case study of Ghana

Knowledge of fluvial sediment supply to the coastal sediment budget is important for the assessment of the impacts on coastal stability. Such knowledge is valuable for designing coastal engineering schemes and the development of shoreline management planning policies. It also facilitates understanding of the connection between rivers in the hinterland and adjoining coastal systems. Ghana's coast has many fluvial sediment sources and this paper provides the first quantitative assessments of their contributions to the coastal sediment budget. The methods use largely existing data and attempt to cover all of Ghana's significant coastal rivers. Initially work was hindered by insufficient direct measured data. However, the problem was overcome by the application of a regression approach, which provides an estimated sediment yield for non-gauged rivers based on data from gauged rivers with similar characteristics. The regression approach was effective because a regional coherence in behaviour was determined between those rivers, where direct measured data were available. The results of the assessment revealed that Ghana's coast is dissected by many south-draining rivers, stream and lagoons. These rivers, streams and lagoons supply significant amounts of sediment to coastal lowlands and therefore contribute importantly to beaches. Anthropogenic impoundment of fluvial sediment, especially the Akosombo dam on the Volta River, has reduced the total fluvial sediment input to the coast from about 71 × 10⁶ m³/a before 1964 (pre-Akosombo dam) to about 7 × 10⁶ m³/a at present (post-Akosombo dam). This sharp reduction threatened the stability of the east coast and prompted an expensive ($83 million) defence scheme to be implemented to protect 8.4 km-long coastline at Keta. Sections of Ghana's coast are closely connected to the hinterland through the fluvial sediment input from local rivers. Therefore, development in the hinterland that alters the fluvial sediment input from those local rivers could have significant effects on the coast. There is the need, therefore, to ensure that catchment management plans and coastal management plans are integrated or interconnected.     

无定河流域侵蚀产沙过程对水土保持措施的响应

以黄河中游多沙粗沙区代表性支流无定河为例,研究了降水量变化的背景下水土保持措施对无定河流域侵蚀产沙的影响。从总体上看,年输沙量和年径流量都表现出随时间而减小的趋势,梯田、造林、种草和淤地坝拦沙造地4项水土保持措施面积随时间增大的趋势极其显著。全流域面平均年降水量和汛期 (6~9月) 降水量则略有减少的趋势,但其减少趋势的显著性远低于水土保持措施随时间变化的显著性。产沙模数与梯田、坝地、造林和种草面积的关系,均表现出明显的负相关。对基准期 (1956~1969年) 和措施期 (1970~1996) 进行了比较,结果表明,实施水土保持措施以后,产沙模数、径流系数和汛期径流能够被降水所解释的百分比,分别由69%、80%和77%,下降为26%、31%和54%。说明在后一时期中,水土保持措施起了很大作用,因而降水变化对于产沙模数、径流系数、汛期径流量变化的贡献率大大减小了。以1956~1996年间41年的资料为基础,建立了全沙产沙模数与径流系数、汛期降雨量、最大一日雨量、最大30日累积雨量、梯田林草面积和坝地面积之间的多元回归方程,该方程表明,全沙产沙模数随汛期降雨量、最大一日雨量、最大30日累积雨量的增大而增大,随梯田林草面积和坝地面积的增大而减小, 随径流系数的增大而增大。为了区分人为因素与气候变化对侵蚀产沙变化的影响,采用对数据进行标准化处理之后再进行多元回归分析的方法,来确定相对贡献率。结果表明,降水变化和水土保持措施变化对无定河全沙产沙模数变化的贡献率大致相等,前者占50.3%,后者占49.7%。文中还建立了粗泥沙产沙模数与上述影响因子之间的多元回归方程。     

地貌格局与流域侵蚀产沙过程关系定量分析——以黄河中游河龙区间为例

以河龙区间42个流域为对象,在流域地貌格局信息提取和侵蚀产沙过程特征指标计算及其相互关系分析的基础上,探讨地貌格局对流域侵蚀产沙过程的影响。结果表明:①在河道系统水平,河流数量、长度等几何特征指标和河流分叉率(Rb₁₂)、分级率(Rd₃₂)、相邻级别间的河流长度比等形状特征指标与流域侵蚀模数显著相关;②在流域系统水平,坡度粗糙度、相对高差、圆度比、高长比是影响流域侵蚀产沙过程的主要指标,其中坡度粗糙度是最根本的解释变量;③各地貌格局因子间相互作用复杂,且对侵蚀过程的影响要强于泥沙输移过程,其通径分析模型对流域侵蚀模数、输沙模数和泥沙输移比变化的解释度分别为65%、33%和20%。这对正确认识影响流域侵蚀产沙过程的格局因素和建立准确的过程模型,具有重要参考价值。     

Optimizing precipitation station location: a case study of the Jinsha River Basin

Precipitation stations are important components of a hydrological monitoring network. Given their critical role in rainfall forecasting and flood warnings, along with limited observation resources, determining the optimal locations to deploy precipitation stations presents an important problem. In this paper, we use a maximal covering location problem to identify the best precipitation station sites. Considering the terrain conditions and the characteristics of a rainfall network, the original maximal covering location model is modified with the introduction of a set of additional constraints. The minimum density requirement is used to determine a precipitation station’s coverage range, and three weighting schemes are used to evaluate each demand object’s covering priority. As a typical mountainous watershed with high annual precipitation, the Jinsha River Basin is selected as the study area to test the applicability of the proposed method. Results show that the proposed method is effective for precipitation station configuration optimization, and the model solution achieves higher coverage than the real-world deployment. Compared with the commercial solver CPLEX, a genetic algorithm-based heuristic can significantly reduce the computation time when the problem size is large. Several deployment strategies are also discussed for establishing the optimal configuration of precipitation stations.     

Evaluation of the applicability of climate forecast system reanalysis weather data for hydrologic simulation: A case study in the Bahe River Basin of the Qinling Mountains,China

In recent years, global reanalysis weather data has been widely used in hydrological modeling around the world, but the results of simulations vary greatly. To consider the applicability of Climate Forecast System Reanalysis (CFSR) data in the hydrologic simulation of watersheds, the Bahe River Basin was used as a case study. Two types of weather data (conventional weather data and CFSR weather data) were considered to establish a Soil and Water Assessment Tool (SWAT) model, which was used to simulate runoff from 2001 to 2012 in the basin at annual and monthly scales. The effect of both datasets on the simulation was assessed using regression analysis, Nash-Sutcliffe Efficiency (NSE), and Percent Bias (PBIAS). A CFSR weather data correction method was proposed. The main results were as follows. (1) The CFSR climate data was applicable for hydrologic simulation in the Bahe River Basin (R ² of the simulated results above 0.50, NSE above 0.33, and |PBIAS| below 14.8. Although the quality of the CFSR weather data is not perfect, it achieved a satisfactory hydrological simulation after rainfall data correction. (2) The simulated streamflow using the CFSR data was higher than the observed streamflow, which was likely because the estimation of daily rainfall data by CFSR weather data resulted in more rainy days and stronger rainfall intensity than was actually observed. Therefore, the data simulated a higher base flow and flood peak discharge in terms of the water balance, except for some individual years. (3) The relation between the CFSR rainfall data (x) and the observed rainfall data (y) could be represented by a power exponent equation: y=1.4789x ^0.8875 (R ²=0.98, P<0.001). There was a slight variation between the fitted equations for each station. The equation provides a theoretical basis for the correction of CFSR rainfall data.     

黄河中游小流域坡沟侵蚀关系研究

根据坡面水下沟时在沟坡（道）上“净产沙增量”的概念,探讨了沿程含沙水流侵蚀特性的变化和坡沟侵蚀关系及产沙机理,并采用成因分析法定量确定了典型小流域的泥沙来源。     

Time-series analysis of monthly rainfall data for the Mahanadi River Basin, India

Time series analysis has two goals, modeling random mechanisms and predicting future series using historical data. In the present work, a uni-variate time series autoregressive integrated moving average (ARIMA) model has been developed for (a) simulating and forecasting mean rainfall, obtained using Theissen weights; over the Mahanadi River Basin in India, and (b) simulating and forecasting mean rainfall at 38 rain-gauge stations in district towns across the basin. For the analysis, monthly rainfall data of each district town for the years 1901-2002 (102 years) were used. Theissen weights were obtained over the basin and mean monthly rainfall was estimated. The trend and seasonality observed in ACF and PACF plots of rainfall data were removed using power transformation (α=0.5) and first order seasonal differencing prior to the development of the ARIMA model. Interestingly, the ARIMA model (1,0,0)(0,1,1) 12 developed here was found to be most suitable for simulating and forecasting mean rainfall over the Mahanadi River Basin and for all 38 district town rain-gauge stations, separately. The Akaike Information Criterion (AIC), goodness of fit (Chi-square), R 2 (coefficient of determination), MSE (mean square error) and MAE (mea absolute error) were used to test the validity and applicability of the developed ARIMA model at different stages. This model is considered appropriate to forecast the monthly rainfall for the upcoming 12 years in each district town to assist decision makers and policy makers establish priorities for water demand, storage, distribution, and disaster management.     

Sediment variability and transport in the littoral area of the abandoned Yellow River Delta,northern Jiangsu

The delta evolution and erosion process of the abandoned Yellow River Delta (AYRD) have been extensively studied. However, the variation of sediment at a large littoral scale along the north coast of Jiangsu is less understood. In this study, the data of surface sediment samples obtained in the littoral area of the Yellow River Delta in 2006 and 2012 is used to study the sediment variability and sediment transport trends by using the geostatistics analysis tool and the grain size trend analysis model. In order to ensure the applicability of the model, the geostatistics method is used to determine the characteristic distance (Dc) with the average range value (Ao) of grain size parameter. Filtering method (removing data that not at a sampling station) is used to improve accuracy of data selection. The results show that sedimentary spatial correlation in Lianyun Port area and southern part of the abandoned Yellow River Delta (AS) is better than that in the northern part of the abandoned Yellow River Delta (AN). Sediment in the area is found to be anisotropy at the northeast-southeast direction. The grain size trend analysis reveals that the sediment trend is towards bayhead and southerly in the Haizhou Bay, southeasterly along the shoreline in the south Lianyun Port, northwesterly in AN and easterly-southeasterly in AS respectively. The investigation of possible relationships between Dc, Ao, sediment transport and delta evolution shows a close link between Dc and Ao of one sediment combination. It is also found that sediment transport trends could reasonably represent the delta evolution to a certain degree.     

Integrating the ecosystem service in sustainable plateau spatial planning: A case study of the Yarlung Zangbo River Basin

The Yarlung Zangbo River Basin(YZRB) is a key ecological protection area on the Qinghai–Tibet Plateau(QTP). Determination of the ecosystem service values(ESVs) can help recognize the benefits of sustainable management. It is gradually becoming the main path that constructs plateau spatial planning of integrating ecological protection, and achieves global sustainable development goals(SDGs) in China. In this paper, the spatio-temporal dynamic evolutions of the ESVs were estimated on the multiple scales of "basin, subbasin and watershed" from 1980 to 2015. The main factors influencing ESVs were explored in terms of physical geography, human activities, and climate change. It had been proposed that sustainable spatial planning including ecological protection, basin management, and regional development was urgent to set up. Our results show that the increase in wetland and forest and results in an increase of 9.4% in the ESVs. Attention should be paid to the reduction of water and grassland. Water conservation(WC), waste treatment(WT), and soil formation and conservation(SFC) are the most important ecosystem services in the YZRB. At present, the primary problem is to solve the ESVs decreasing caused by glacier melting, grassland degradation, and desertification in the upper reaches region. The middle reaches should raise the level of supply services. Regulation services should be increased in the lower reaches region on the premise of protecting vegetation. The ESVs in adjacent watersheds are interrelated and the phenomenon of "high agglomeration and low agglomeration" is obvious, existing hot-spots and cold-spots of ESVs. Additionally, when the altitude is 4500-5500 m, the temperature is 3-8°C, and the annual precipitation is 350-650 mm, ESVs could reach its maximum. A framework of sustainable plateau spatial planning could provide references to delimit the ecological protection red line, key ecological function zone, and natural resource asset accounting on the QTP.     

基于农业节水的干旱区绿洲可持续发展研究——以渭干河流域为例

建立节水型社会是中国的一项基本政策,也是解决渭干河流域水资源可持续利用问题的战略选择。渭干河流域是典型的灌溉农业区,农业灌溉大部分仍采用粗放型的土渠输水、大水漫灌方式,水资源流失严重,灌溉定额偏高,渠系入渗量高达14.01亿m3,农业节水潜力很大。在现有水量不可能增加的情况下,调整农业内部种植结构,发展节水农业是解决区域水资源短缺的有力措施。通过对2015年和2020年工业、城市化和生态用水进行预测,确定农田灌溉可用水量。选取渭干河流域9种种植面积最大的农作物,参考作物蒸散量及作物系数,得出各类农作物的实际需水量,并与现有灌溉量比较,发现现有灌溉量远大于作物的实际需水量,通过节水灌溉和水渠改造,可节约用水10.59亿m3。而且研究区的粮食种植面积亦远大于需求,即使未来10年不再扩大粮食种植面积,也比需求面积多出近2万hm2,如根据实际需求去调整,可节约1.05亿m3的水量,能极大缓解水资源紧缺的局面,将灌溉量控制在可用水量范围内,为加快城市化和工业化进程,保护区域生态提供充足的水资源保证。