大伙房水库生态环境问题及保护对策研究

大伙房水库是全国九大城市重点饮用水源地之一,是辽宁省最大的城市水源地,供水人口达2 300万人,占辽宁省人口总数的52％.通过对大伙房水库的环境现状进行了实地调查,分析了大伙房水库主要环境问题,提出农业种植引起的面源污染较重和农村环境治理设施滞后以及矿山开采导致生态环境破坏是其主要原因.为了使大伙房水库能够更加安全、有效的发挥供水作用,保障供水安全,在调研的基础上提出了大伙房水库保护与可持续利用的对策与意见.     

岩溶区地下水补给型水库表层无机碳时空变化特征及影响因素

为更深入地认识岩溶区地下水补给型水库表层无机碳的循环过程,于2014-07-12~2014-07-20期间,以广西上林县大龙洞岩溶水库表层水体为研究体系,对无机碳循环研究的重要指标进行定点观测和高密度的昼夜监测.结果发现:1从上游到下游DIC含量和水体p CO2值逐渐增加[DIC(平均):122.88 mg·L-1增至172.02 mg·L-1,p CO2(平均):637.91×10-6增至1 399.97×10-6],δ13CDIC值逐渐偏负[δ13CDIC(平均):-4.34‰降至-6.97‰].2库区均为大气CO2的源,CO2交换通量在7.11~335.54 mg·(m2·h)-1之间,平均125.03 mg·(m2·h)-1,上游和下游地区CO2交换通量较大[平均131.73 mg·(m2·h)-1、170.25 mg·(m2·h)-1],中游狭窄地区CO2交换通量较小[平均116.05 mg·(m2·h)-1].3表层水体p CO2值和水-气界面CO2交换通量存在晚上升高,白天降低的昼夜变化规律,且与叶绿素a(Chla)呈负相关关系.分析认为:1大龙洞水库表层水体DIC含量、δ13CDIC值和水体p CO2的空间分布主要受浮游植物浓度、浊度、电导率、水深、透明度等的影响,而水-气界面CO2交换通量除了受浮游植物浓度空间变化的影响外还受风速的影响.2浮游植物昼夜垂向运动及光合作用和呼吸作用昼夜变化控制着水库表层水体溶解性无机碳的昼夜循环过程.     

北京官厅水库中农药类内分泌干扰物分布和来源

研究了北京官厅水库中农药类内分泌干扰物污染水平、分布特点和来源.结果表明,官厅水库及其支流水体受到农药类内分泌干扰物轻度污染.从农药在官厅水库中的分布推断,官厅水库以及各支流周边地区及农田排水渠是水库中农药的重要来源.底泥中农药通过底泥孔隙向表面水扩散,是表面水农药的1个污染源.由于水库周边较多的农业活动,可能导致水中农药浓度提高.为了减少污染和水生生物对内分泌干扰物的暴露,需要进行定期监测,减少农药的使用和农事操作.     

喀斯特水库碳、硅耦合循环:以红枫湖、普定水库和平寨水库为例

通过研究红枫湖、普定水库和平寨水库三个喀斯特水库的碳、硅循环,探讨了水库碳-硅循环的耦合关系。藻类光合作用导致表层水体溶解硅(DSi)及溶解无机碳(DIC)的亏损;当DSi供应不足时,硅藻生长繁殖大量消耗DSi,导致DSi相对DIC快速亏损。沉降颗粒物中内源有机碳含量越高,生物硅(BSi)及有机碳(OC)含量越高,但OC/BSi受控于硅藻对沉积物有机碳贡献率,且与之呈反比。生物硅与有机碳含量之比K值(K=BSi/OC)可作为硅藻贡献率的潜在替代指标,并与之呈正相关;生物硅与内源有机碳(OC_(auto))含量之比K_(auto)值(K_(auto)=BSi/OC_(auto))可作为水体富营养化程度的潜在替代指标,并与富营养化程度呈负相关。     

URBAN INFLUENCE ON PHOSPHORUS AND SEDIMENT LOADING OF WEST POINT LAKE,GEORGIA1

ABSTRACT: West Point Lake is a 10,360 ha mainstream impoundment of the Chattahoochee River located 95 kilometers downstream of Atlanta, Georgia. Origins and magnitude of external total phosphorus (TP) and total suspended solids (TSS) loads from the West Point Lake basin were estimated over a one-year period. Partitioning the drainage basin allowed the sources of these loads to be determined. The upper subbasin area, from Franklin, Georgia, to the headwaters of the Chattahoochee River, contributed 96 percent of the discharge and 97 percent of the TP and TSS loads into West Point Lake. The lower subbasin area, from Franklin to West Point Lake dam, only contributed 3 percent of the TP and TSS loads. Ninety-one percent and 87 percent of the TP and TSS loads, respectively, from the upper subbasin originated from the Atlanta area. Point sources discharged 70 percent and 3 percent of the upper subbasin TP and TSS loads, respectively. A large portion (66 percent) of the TP from the upper subbasin was in the bioavailable form.     

水库岸坡变形体灾害的信息评价和预测

较真实地评价水库岸坡的稳定性是工程界普遍关注的问题,本文将工程地质逻辑定性分析和信息法定量分析方法结合起来,对丹江口水库库岸岸坡变形体灾害的信息进行评价和预测,分析结果可供工程设计人员参考。     

PESTICIDE ACCUMULATION IN A NEW IMPOUNDMENT IN IOWA1

ABSTRACT: Estimates were made of the amounts of selected pesticides entering and leaving Saylorville Reservoir, a new partly filled impoundment on the Des Moines River. Samples were collected at 1– or 2-week intervals at stations above, in, and below the reservoir. Atrazine, alachlor, and cyanazine were found only in the dissolved state, and dieldrin and p, p′ -DDE in both the, dissolved and suspended state. Heptachlor epoxide, p,p-DDT. p, p′ -DDD, 2,4-D, 2,4,5-TP, endrin, lindane, methoxychlor, propachlor, and toxaphene were not detected or were at very low concentrations. Estimated deposition in the reservoir from September 1977 to October 1978 was 281 kg atrazine, 251 kg alachlor, 26 kg cyanazine, 16 kg dieldrin, and 20 kg p, p′ -DDE.     

EFFECTS OF WATER DRAWDOWN ON THE FAUNA IN SMALL COLD WATER RESERVOIRS1

ABSTRACT: Two small cold water reservoirs with stable water levels were compared with two reservoirs scheduled for complete drawdown to determine the effects of drawdown on invertebrate abundance and fish abundance and density. An extensive literature review supplemented the results with other applicable information. No conclusive evidence of effects of drawdown on invertebrates or fish was found. Characteristics of a reservoir and its drainage basin which obscure or lessen drawdown effects are discussed. Analysis and observation of drawdown procedures showed that duration and scheduling of draw-down periods are important in determining whether drawdown will be harmful to fauna in a given reservoir.     

OPERATING POLICIES FOR A SURFACE/GROUND WATER SYSTEM1

The simulation of the conjunctive use of a surface reservoir and a limestone aquifer is described. The potential yields from each of the sources are of the same order. An important feature of the aquifer is that if the pumpage is reduced, much of the excess water is lost through springs. Five different operating policies are considered which determine whether pumpage should be taken from the reservoir or aquifer. The total safe yields for the historic period 1961–1977 are estimated for each policy and their relative advantages and disadvantages are discussed. The simulation is also carried out for 100 years of generated data to discover the long term consequences.     

SEQUENT PEAK PROCEDURE: MINIMUM RESERVOIR CAPACITY SUBJECT TO CONSTRAINT ON FINAL STORAGE1

ABSTRACT: When the sequent peak procedure is used to size a reservoir, two cycles of inflows and drafts are analyzed. The use of two cycles results in the identification of the minimum reservoir capacity which, when simulated with the design inflows and drafts, will not only meet demands, but will also result in a final storage which equals or exceeds the initial storage. Demonstration of optimality follows from consideration of a method which is equivalent to the sequent peak procedure.