三姑泉域岩溶地下水分布特征及子系统识别

通过地质学、岩溶动力学、构造学、地球物理勘探、流体动力学、水文地质试验、水文地球化学及同位素分析等方法,分析了三姑泉域岩溶地下水赋存与富集规律,阐明了可溶岩与构造对岩溶地下水分布的控制;采用多种手段联合方法对三姑泉域的地下水子系统进行了识别。共划分了东丹河、丹河、高平-晋城、赵庄四个地下水子系统。每个子系统内都发育强径流带,径流带内物探结果显示低电阻率,水化学显示低TDS,同位素显示高δ~(18)O、δD值,子系统边界上则呈现了高电阻率,高TDS及低δ~(18)O、δD值的特征。多种研究方法相互印证结论一致,提高了地下水子系统识别的准确度。     

湿润亚热带典型白云岩流域的水文水化学动态特征初步研究——以贵州施秉黄洲河流域为例

利用水文水化学自动监测仪,于2018年5月18日至2018年12月3日期间对地处湿润亚热带季风气候条件下的贵州省施秉世界自然遗产地境内的黄洲河白云岩小流域进行了高时间分辨率的连续监测,目的是为了揭示湿润亚热带季风气候区典型白云岩小流域不同时间尺度与不同降雨强度下水文水化学动态特征。研究获得了黄洲河白云岩小流域的降雨量、出口流量、水温、电导率、pH、方解石及白云石饱和指数、CO_2分压等连续数据。结果表明:(1)黄洲河流域出口河水的pH、电导率、CO_2分压、方解石及白云石饱和指数等指标具有明显的日周期变化规律,即水温、pH、方解石及白云石饱和指数与气温的昼夜周期变化曲线相似,而电导率、CO_2分压与气温的日周期变化曲线相反;(2)黄洲河流域出口河水的水化学指标对不同强度的降雨会产生不同变幅与变化方向的响应特征,暴雨会显著干扰河水水化学指标的日周期变化规律,主要表现在随着降雨强度的增大,电导率与CO_2分压呈现显著下降;(3)白云岩流域具有明显的化学稳态行为。     

木沥河流域氮素污染及其污染源解析

为甄别粤港澳大湾区木沥河流域氮污染物来源,本研究应用铵盐同位素示踪技术、硝酸盐同位素示踪技术和多元线性混合模型等方法有效识别了该流域氮素来源的变化.结果表明,木沥河流域氮素污染严重,木沥河水体NH~+_4-N和NO~-_3-N浓度显著高于上游两条支流;除此之外,大坑山支流断面和木沥河下游养殖区断面虽无明显人口居住,仍然面临较高的氮素污染风险.铵盐同位素和硝酸盐同位素定性分析结果表明,木沥河流域氮素污染主要来源于土壤、肥料、大气颗粒物和动物及人排泄物;多元线性混合模型计算结果显示,大坑山支流上流处氮素主要来源为大气沉降,其贡献率在80%左右;鸡笼坑支流上游土壤有机氮平均贡献率可达33%,大于大坑山支流(9%)和木沥河(24%);大坑山支流下游、鸡笼坑支流下游和木沥河中上游污水及粪肥对氮素污染贡献率最高可达70%;值得注意的是,养殖区断面远离人口聚集地,各种养殖已被清理,但污水及粪肥的贡献率仍高达56%,远高于木沥河下游的淡水河水闸断面(3%),这可能要归咎于沉积物中残留的禽畜排泄物.本研究定性和定量地分析了木沥河流域氮素来源,为大湾区的水质管理和污染源治理提供了理论依据.     

南方红壤侵蚀流域水稻田中稀土元素的迁移累积特征

稀土元素通过植物吸收经食物链最终进入人体,并在人体中累积,进而影响食用人群的健康.水稻作为我国南方地区的主要粮食和经济作物,是人们生存的基础.本文通过南方花岗岩红壤侵蚀流域水稻植株根系土壤及其各部位稀土元素含量的调查,探究稀土元素在土壤-水稻系统中的迁移累积特征.结果表明:研究区土壤中稀土元素含量平均值为389.02 mg·kg~(-1),水稻土壤中呈现出重稀土元素相对富集的特点.土壤中稀土元素在Eu处呈亏损状态;除10号样点外,其他样点土壤的稀土元素在Ce处呈富集状态.水稻植株不同部位的稀土元素含量差异较大,水稻根、叶及稻谷中稀土元素含量的平均值分别为152.63、5.03和0.64 mg·kg~(-1),呈根叶稻谷的规律.稻谷中的稀土元素含量虽未超过日均稀土元素的摄入量(5.33μg·kg~(-1)·d~(-1)),但长期食用仍存在一定的健康风险.土壤稀土元素向水稻植株各部位的转移能力差异较大,呈根叶稻谷的规律.     

A MODIFIED RATIONAL FORMULA FOR FLOOD DESIGN IN SMALL BASINS1

ABSTRACT: New formulas and procedures under the framework of the Rational Formula are presented that are applicable to flood design problems for a small basin if the geometry of the basin can be approximated as an ellipse or a rhombus. Instead of making the assumption in the traditional rational formula that the rainfall is uniformly distributed in the whole duration (D_w) of a design storm, the new method modifies that assumption as: the rainfall is uniformly distributed only in each time interval CD) of the design storm hyetograph, thus extending the rational formula applicable to the case that the rainfall duration is less than the basin concentration time (T_c). The new method can be applied to estimate the flood design peak discharge, and to generate the flood hydrograph simultaneously. The derivation of the formulas is provided in detail in this paper, and an example is also included to illustrate how to apply the new formulas to the flood design problems in small basins.     

ECONOMICS OF CONTROLLING NATURAL SALT SOURCES IN THE ARKANSAS RIVER BASIN1

ABSTRACT: The methodology underlying, and the estimates incorporated in the Corps of Engineers' economic evaluation of the Arkansas River Basin Chloride Control Project are evaluated and judged deficient in several ways. An improperly specified alternative cost analysis probably results in overestimates of the total regional demand for water, the demand for Arkansas River Water, and the cost-savings realized with the project in place. The quantitative effect of these errors is not determined. However, other adjustments are identified which are evaluated using the Corps' data. These adjustments reduce B/C from 2.64 to 0.57; principally as a result of corrections for over-estimates of cost-savings in steam-electric generation, and for use of improper discounting procedures and gross output-earnings ratios.     

RECREATIONAL ENHANCEMENT OF HIGH COUNTRY WATER SUPPLY RESERVOIRS1

ABSTRACT: There is considerable misconception about the dangers of opening to a recreating public in great need of additional open areas. A systematic procedure for identifying the factors essential to the selectio, planning, and management of reservoirs for recreation is described. A detailed case study conducted by an interdisciplinary project team is presented to demonstrate the feasibility fo maintaining storage levels in recreation-conductive high country reseroirs without unduly injuring downstram water users. The idea is to trade water with reservoirs having less recreation potential. The optimal means of doing this is found via a river basin simulation model with quasi-optimizing capability. Results of the case study show that this strategy is indeed feasible. Applicable to other areas may require analysis of tradeoffs if at least some damage to downstream users is unavoidable.     

CONSUMPTIVE USE OF STREAMFLOW INCREASES IN THE COLORADO RIVER BASIN1

ABSTRACT: This study examined the disposition of streamflow increases that could be created by vegetation management on forest land along the upper reaches of the Colorado River. A network optimization model was used to simulate water flow, storage, consumptive use, and loss within the entire Colorado River Basin with and without the flow increases, according to various scenarios incorporating both current and future consumptive use levels as well as existing and potential institutional constraints. Results indicate that very little of the flow increases would be consumptively used at current use levels, or even at future use levels, if water allocation institutions remain unchanged. Given future use levels and economically based water allocation institutions, up to one-half of the flow increases could be consumptively used. The timing of streamflow increases, and the institutional constraints on water allocation, often limit the potential for consumptive use of flow increases.     

NONLINEAR PROGRAMMING IN RIVER BASIN MODELING1

ABSTRACT: This paper explores the use of nonlinear programming in river basin water quality modelling. Applications recently reported in the literature, along with the author's experience with nonlinear programming, are reviewed. Results obtained using nonlinear programming are compared with the results obtained by other researchers using linear and dynamic programming to solve river basin water quality optimization problems. These water quality models have objective functions with continuous first partial derivatives, several inequality and variable bound constraints, and are of the form: minizie Σ^j=n_j=1Y_j(X_j) subject to Σ^j=n_j=1a_ijX_jb_i, i=1,2, …, m c_jX_jd_j, j= 1,2, …, n The variable X_i is the maximum allowable ratio of the BOD (biochemical oxygen demand) of the effluent outflow to the BOD of the wastewater inflow for treatment plant j, in the range c_j to d_j. The a_ijd and b_i are constants in the DO (dissolved oxygen) and BOD constraints. The resuks show, given certain assumptions about the data, that nonlinear programming is a better solution method for these problems than is either linear programming or dynamic programming.     

中国七大流域水系与洪涝的分维及其关系研究

本文在GIS技术的支持下，应用分形理论首先系统地计算了中国七大流域水系以及各流域洪涝的分维，其次对七大流域水系分维与各流域洪涝分维之间的可能关系进行了探讨。主要结论如下：（1）分维是表征洪涝发生特征的较好的参量，其蕴涵着洪涝发生次数，周期等丰富信息。（2）一般而言，在研究时段某流域洪涝发生的次数较多，则相应该流域洪涝的分维较大，反之亦然；（3）一般而言，当某一流域水系分维相对较小时，则相应该流域洪涝的分维相对较大，反之亦然。