NUMERICAL SIMULATION OF FLOOD DETENTION OPERATION IN MULTIPLY CONNECTED RIVER CHANNEL NETWORK

IINTRODUCTIONAccuratepredictionoftheconsequencesofaflooddetelltion-diversionoperationincomplexriverchannelnetworkisofgreatimportancetothedecisionmakingprocess.InthisregardtWotypesofmodelavailableforsimulatingsuchoperationsarefarfromsatisfactory,duetotheintricatenatUreofprocessesinvolvedintheseoperations.Thefirstmodeltype,i.e.,thewidelyusedhydrologicalmodels,dependsonsystematicwaterstageanddischargemeasurementsatgaugestations,andtheirpredictionsarelimitedtovariationsimwaterstageanddischar…     

两种盐藻光合作用特性的比较

于1989年9－11月分别在中国科学院水生生物研究所和天津轻工部制盐研究所取得盐藻Dunaliellasp.HB558和Dunaliellasalina1009。这两个藻种的光合放氧-光强曲线，光系统Ⅰ、光系统Ⅱ活性-温度曲线及甘油产量的结果表明，其光合作用的光饱和点皆为220μmol／（m2·s），并可忍受40℃的温度；当温度为45℃时，D．sp．HB558的光合放氧明显受到抑制，光系统II活性下降，但对从D.salina1009则无影响;D.sp.HB558在10-40℃下的光合放氧速率及甘油产量都高于D.salina1009.培养这两种蕉的最适温度为30—35℃。     

Simulating typhoon waves by SWAN wave model in coastal waters of Taiwan

The SWAN wave model is typically designed for wave simulations in the near-shore region and thus is selected for evaluating its applicability on typhoon waves in the coastal waters around Taiwan Island. Numerical calculations on processes of wave heights and periods during the passages of four representative typhoons are compared with measured data from field wave stations on both east and west coasts. The results have shown that waves due to typhoons of paths 2, 3 and 4 can be reasonably simulated on east coastal waters. However, discrepancies increase for the simulated results on west coastal waters because the island's central mountains partly damage the cyclonic structures of the passing-over typhoons. It is also found that the included nested grid scheme in SWAN could improve the accuracy of simulations in coastal waters to facilitate further engineering practices.     

Robust estimation for correlated observations: two local sensitivity-based downweighting strategies

An iterative robust estimation procedure for correlated observations is proposed, in which the a-prior correlation coefficient matrix is not updated to alleviate the computational burden. Selection of the downweighting strategy plays a key role in the proposed method. Two local sensitivity-based strategies, one is based on the uniformly most powerful test statistics, the other is based on the standardized least squares residuals, are developed and analyzed. Monte Carlo simulations in the GPS network adjustment scenario demonstrate that, the two strategies can provide a certain resistance against the deteriorating effect of outlying observations on the parameter estimates; the former downweighting strategy is superior to the latter one, both in terms of robustness and computational efficiency.     

贵州喀斯特石漠化防治的国家重点生态功能区生态系统健康度评价

文章以桂黔滇喀斯特石漠化防治的国家重点生态功能区贵州区为研究对象,以2010、2015年遥感影像、基础地理信息、降水、土壤等数据资料为基础,集成3S技术和生态评估模型,对水源涵养、土壤侵蚀和石漠化进行定量和定位研究。结果表明:研究区4个亚区的水源涵养功能等级处于“中”、“高”等水平,2015年比2010年的水源涵养指数有所提高;威宁—赫章区、关岭—镇宁区和册亨—望谟区3个亚区的土壤侵蚀模数较大,水土保持功能等级处于“低”等,罗甸—平塘区的土壤侵蚀模数最低,其水土保持功能等级为“中”等;威宁—赫章区2010年中度以上石漠化比重达16.36%,2015年降为8.74%,生态系统健康度从“低”转为“中”;关岭—镇宁2010年和2015年中度以上石漠化比重分别为8.64%和4.49%,生态系统健康度从“中”转化“高”;册亨—望谟和罗甸—平塘的健康度均为“高”,2015年相比2010年均有所提升;4个亚区的石漠化恶化面积所占比重均不到1.00%,石漠化好转区域分别占27.00%、14.10%、10.24%和5.13%,石漠化得到了有效遏制。今后应继续因地制宜,恢复植被和生态系统,巩固和扩大石漠化防治成果。      

白鹤滩水电工程左岸玄武岩层间错动带渗透破坏预测与防治模拟

金沙江白鹤滩水电工程坝区发育有数条规模较大的、对工程有直接影响的玄武岩层间错动带。错动带内充填碎屑夹泥,当大坝建成蓄水之后,在高水头差下容易发生渗透破坏,可能影响坝区水工建筑物运行的安全和稳定。针对厂坝区的地形地貌、地质结构、大坝水工建筑物和防渗排水系统的设计布置特点,建立了坝区左岸三维有限元精细模型。并采用插值拟合的方法确定特定断面边界的地下水位,计算模拟了运行期白鹤滩电站左岸坝区渗流场的变化规律和水力梯度场的分布,并结合在现场开展的错动带的渗透破坏试验数据,确定了错动带的允许水力梯度,评价错动带内渗透破坏的可能性。研究结果表明:现有的渗控措施在坝区形成了明显的降落漏斗,地下厂区防渗排水系统效果良好,渗压得到了有效控制。然而C2错动带内部分区域的水力梯度超过允许水力梯度,可能会发生渗透破坏。提出设置截渗洞和加强帷幕的防治措施,并模拟验证了这一措施可以较好地截断渗漏通道,保障厂房安全稳定运行。     

A three-point method for estimating wave reflection of obliquely incident waves over a sloping bottom

A three-point method for estimating wave reflection is proposed to account for monochromatic oblique incident waves propagating over a sloping beach. The amplitudes of reflected wave and incident wave are separated using wave amplitudes measured at three fixed wave gauges with a distance. The applicability of the theory is verified by comparing the simulated results with the available theoretical, numerical and experimental results for the estimation of wave reflection. The sensitivity is also tested to provide a more accurate prediction of the reflection coefficient.     

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异养性海洋鞭毛虫摄食生态学研究进展

异养的海洋鞭毛虫由食细菌者、植食性动物、碎屑取食者、营渗透营养者[1~4]构成,个体大小一般为2~200μm,但<2μm和>200μm的也已有发现,在绝大多数海区,其密度为102~105个/mL[4,5]。异养鞭毛虫是海洋生态系统中浮游生物群落的重要成员,同时又是海洋微食物环的重要环节之一[6,7     

A Joint Analytic Method for Estimating Aquitard Hydraulic Parameters

The vertical hydraulic conductivity (K_v), elastic (S_ske), and inelastic (S_skv) skeletal specific storage of aquitards are three of the most critical parameters in land subsidence investigations. Two new analytic methods are proposed to estimate the three parameters. The first analytic method is based on a new concept of delay time ratio for estimating K_v and S_ske of an aquitard subject to long‐term stable, cyclic hydraulic head changes at boundaries. The second analytic method estimates the S_skv of the aquitard subject to linearly declining hydraulic heads at boundaries. Both methods are based on analytical solutions for flow within the aquitard, and they are jointly employed to obtain the three parameter estimates. This joint analytic method is applied to estimate the K_v, S_ske, and S_skv of a 34.54‐m thick aquitard for which the deformation progress has been recorded by an extensometer located in Shanghai, China. The estimated results are then calibrated by PEST (Doherty 2005), a parameter estimation code coupled with a one‐dimensional aquitard‐drainage model. The K_v and S_ske estimated by the joint analytic method are quite close to those estimated via inverse modeling and performed much better in simulating elastic deformation than the estimates obtained from the stress‐strain diagram method of Ye and Xue (2005). The newly proposed joint analytic method is an effective tool that provides reasonable initial values for calibrating land subsidence models.