GEOSTATISTICAL ESTIMATION OF HORIZONTAL HYDRAULIC CONDUCTIVITY FOR THE KIRKWOOD‐COHANSEY AQUIFER1

ABSTRACT: The Kirkwood‐Cohansey aquifer has been identified as a critical source for meeting existing and expected water supply needs for southern New Jersey. Several contaminated sites exist in the region; their impact on the aquifer has to be evaluated using ground water flow and transport models. Ground water modeling depends on availability of measured hydrogeologic data (e.g., hydraulic conductivity, for parameterization of the modeling runs). However, field measurements of such critical data have inadequate spatial density, and their locations are often clustered. The goal of this study was to research, compile, and geocode existing data, then use geostatistics and advanced mapping methods to develop a map of horizontal hydraulic conductivity for the Kirkwood‐Cohansey aquifer. Spatial interpolation of horizontal hydraulic conductivity measurements was performed using the Bayesian Maximum Entropy (BME) Method implemented in the BMELib code library. This involved the integration of actual measurements with soft information on likely ranges of hydraulic conductivity at a given location to obtain estimate maps. The estimation error variance maps provide an insight into the uncertainty associated with the estimates, and indicate areas where more information on hydraulic conductivity is required.     

DETERMINATION OF UNCONFINED AQUIFER HYDRAULIC PROPERTIES FROM RECOVERY TEST DATA1

ABSTRACT: This paper analyzes the sensitivity of drawdown to four hydraulic parameters in unconfined aquifers: horizontal and vertical hydraulic conductivity K_r and K_z, storage coefficient S, and specific yield S_y. Sensitivity coefficients indicate that the sensitivity vanes with time for each aquifer parameter, and K_r, K_z, S, and S_y are identifiable from recovery test data. An inverse method was used to calculate the four parameters from residual drawdowns. Results of application examples demonstrate that residual data provide valid information in the determination of unconfined aquifer hydraulic parameters.     

整体式液压驱动堰门设计

针对电动堰门在安装和使用方面存在的问题,阐述了一种新型整体式液压驱动堰门的设计。     

气水比对废水吹脱除氮效果的影响

废水中含有的氨氮可通过游离氨的挥发作用加以去除。通过加碱提高废水的ＰＨ值。可将废水中绝大部分的氨氮转化为游离氨而被吹脱。化肥厂氨氮废水中的型吹脱试验表明,当废水的水温、ＰＨ值、布水负荷率以及及脱塔填料形式一定时,氨氮吹脱的气水比在所试验工况条件下均影响氨的去除效果,但其影响程度在不同的ＰＨ值和布水负荷率条件下也有所不同。     

中小型肉类加工企业污水处理工程的设计和运行

列举了肉类加工行业的几种常见污水处理工艺,并对各种工艺的优缺点进行了详细分析.以一个肉类加工污水处理的实际工程为例,进行详细的工艺单元设计和工程运行问题分析.案例主工艺为水力筛脱毛、预沉隔油、预曝调节、折板厌氧池、接触氧化池、沉淀,工程投资为1　525元/t,污水处理成本为0.592元/t,系统出水可以稳定达到行业相关标准(一级).      

水力自旋传质填料生物膜反应器处理城市污水

采用SCMT型自旋传质生物载体填料处理城市污水,对比研究结果表明:SCMT型自旋传质生物载体填料具有良好的传质性能,在停留时间为1.0 h,气水比为4∶1的情况下,反应器出水水质能够达到《城镇污水处理厂污染物排放标准(GB18918-2002)》中规定的二级标准.     

新型移动床生物膜反应器水力特性的研究

新型移动床生物膜反应器是在普通移动床生物膜反应器中引入导流板,使填料在全池循环移动,消除了普遍移动床生物膜的死角问题,改进了它的结构和运行方式,提高了反应器的效能。通过清水实验对反应器的水力特性进行了研究,确定了反应器构造、填料填充比,考察了曝气充氧性能,研究结果认为该反应器内的水流状态大致符合理想全混合反应器的流态,并具有较好的节能效果。     

Ca^2＋在净水生物膜团聚体培养中的影响研究

通过在5组相同型号的SBBR反应器（A、B、C、D和E）内调节进水中的Ca2＋含量,研究Ca^2＋在净水生物膜团聚体培养过程的作用影响。结果表明,进水Ca2＋投加浓度为25 mg/L时驯化培养的生物膜团聚体具有较好的抗挤压能力,抗压强度达到了22 N/cm2,密度为1.059 g/cm^3,活性微生物的百分含量达到了86.90%,远远高于一般污泥团聚体中的微生物含量。分析运行效果,反应器C和D的生物膜团聚体通过29 d的驯化培养就达到了一个比较好的净水效果,并能维持稳定状态,相比于一般生物膜反应器的驯化时间有所缩短。不同进水负荷条件下氨氮的去除率变化表明,反应器C和D针对不同进水负荷表现出来的适应效果明显优于其他反应器。     

Improved Bankfull Discharge Prediction Using 2‐Year Recurrence‐Period Discharge1

Abstract:  Knowledge of bankfull discharge (Q_bf) is essential for planners, engineers, geomorphologists, environmentalists, agricultural interests, developments situated on flood prone lands, surface mining and reclamation activities, and others interested in floods and flooding. In conjunction with estimating Q_bf, regionalized bankfull hydraulic geometry relationships, which relate Q_bf and associated channel dimensions (i.e., width, depth, and cross‐section area) to drainage basin area (A_da), are often used. This study seeks to improve upon the common practice of predicting Q_bf using A_da exclusively. Specifically, we hypothesize that predictions of Q_bf can be improved by including estimates of the 2‐year recurrence‐period discharge (Q₂) in regression models for predicting Q_bf. For testing this hypothesis, we used Q_bf estimates from 30 reports containing data for streams that span 34 hydrologic regions in 16 states. Corresponding values of Q₂ and A_da were compiled from flood‐frequency reports and other sources. By comparing statistical measures (i.e., root mean squared error, coefficient of determination, and Akaike’s information criterion), we determined that predicting Q_bf from Q₂ rather than A_da yields consistently better estimates of Q_bf. Other principal findings are (1) data are needed for at least 12 sites in a region for reliable hydraulic geometry model selection and (2) an approximate range of values for Q_bf/Q₂ is 0.10‐3.0.     

页岩气压裂返排液的水生生态毒性效应研究

页岩气压裂作业过程产生大量压裂返排液,这类废液富含有毒且致癌的芳香烃、有毒金属和铀、钍、镭等放射性物质、石油类添加剂等,具有可生化性差和难处理的特点。这类废液若不经任何处理就进行排放,将给环境和人群健康带来潜在的危害和风险。目前尚不清楚它们的生态毒性效应。论文从涪陵页岩气开采基地采集了4口开采井(2号井、6号井-1、6号井-2和9号井)的压裂返排液,采用国家废水测试标准分析4种压裂返排液的水质理化指标,采用斜生栅藻(Scenedesmus obliquus)、大型溞(Daphnia magna)等标准毒性试验生物探究压裂返排液污染物体系的水生生态毒性效应,并研究水质理化指标与压裂返排液综合毒性的关系。结果表明,采集的所有压裂返排液样品均具备较大的水生生态毒性效应。以斜生栅藻的96 h的半数效应浓度(96 h-EC_(50))或大型溞的96 h的半数致死浓度(96 h-LC_(50))和毒性单位(TUa)为评价指标进行生态毒性分级,4个位点压裂返排液的生态毒性均为中毒及以上。压裂返排液的重金属、阴阳离子及有机物含量与其综合毒性的相关性结果表明,这些污染物成分与其藻类综合毒性无显著相关性。但Li、V、Cu、Ga、Rb、Ba等6种重金属及Na+、Cl-等2种阴阳离子对压裂返排液的溞类综合毒性有显著影响,影响程度依次为LiGaBaCl-VNa+RbCu。因此,在对压裂返排液进行处理时,这些与毒性相关的污染物是需要重点考虑的化学成分。