鄱阳湖典型洲滩湿地植物根系对水分垂向通量的影响

为了定量揭示湿地植物根系的水文效应,采用全物理机制的土壤水分运移数值模型,以鄱阳湖吴城湿地国家自然保护区的茵陈篙群落为例,模拟分析根系引起的水文效应.结果表明,根系将增加土壤饱和含水量与土壤进气值,显著改变土壤水分特征曲线（SWRC）与土壤蓄水能力;在考虑根系影响SWRC下模拟率定的土壤含水量与观测数据的时空变化一致：模型10和50cm观测值与拟合值相关系数由不考虑根系效应下的0.83提高至0.85,10和50cm深度土壤含水量的实测值与模拟值的均方根误差分别减少61%和83%.同时这种率定方法下的模拟相比以往的研究地下水补给根系层水量提高34%;考虑典型的根系效应蒸散发量和累积地下水边界向上通量分别增加10%和150%.而在气候极端干旱条件下地下水向上补给量在根系效应下增加7%~56%,累计差异可达38~312cm,同时蒸散发量增加13%.在植被生长旺季时若地下水埋深较深,则根系效应对蒸散发量的影响会放大.因此在进行相关的湿地生态水文过程和湿地水与物质平衡研究中,建议充分评估湿地植物根系的水文效应,并视计算的工况条件,考虑其水文效应在整个水文过程中的影响.     

湿热环境对PMMA混杂纳米复合材料性能的影响

目的研究湿热环境对聚甲基丙烯酸甲酯(PMMA)混杂纳米复合材料性能的影响。方法利用制备的水包油型杂化乳液稳定剂EMI/GO/CNTs稳定以甲基丙烯酸甲酯(MMA)为油相的水包油型Pickering乳液,用偶氮二异丁氰(AIBN)为引发剂,引发Pickering乳液进行悬浮聚合,聚合产物为PMMA混杂纳米复合材料。将PMMA混杂纳米复合材料模压成型,分别在室温及50℃下进行水浸吸湿实验。采用光学显微镜对Pickering乳液液滴形貌进行分析,通过复合材料的质量变化、动态力学分析测试、导电性测试,对复合材料的吸湿率、玻璃化转变温度及导电性变化进行分析。结果用EMI/GO/CNTs稳定的以MMA为油相的水包油型Pickering乳液具有良好的稳定性,乳液液滴的尺寸分布范围较窄,分布较均匀。复合材料的吸水量随时间增加逐渐增大,达到吸湿平衡状态后,吸湿率基本不变。不同温度下水浸复合材料的吸湿速度和平衡吸湿率不同,50℃水浸比25℃水浸的复合材料的吸湿速度快且平衡吸湿率大。湿热后复合材料的玻璃化转变温度基本不变。复合材料经湿热环境处理后电导率升高1~2个数量级。结论利用制备的杂化乳液稳定剂制备出Pickering乳液并进行悬浮聚合、模压成型,制备出PMMA复合材料。经水浸湿热处理后的复合材料,其吸湿率和电导率均有一定变化,玻璃化转变温度基本不变。     

渗透系数级差对污染物在低渗透透镜体中的迁移影响研究

利用二维模拟槽研究非均质含水层中渗透系数级差对低渗透透镜体内污染物迁移的影响,确定不同渗透系数级差下污染物在透镜体中的波及效率和去除效率,建立低渗透透镜体内波及/去除效率、入渗/反冲时间和渗透系数级差三者之间的定量关系.结果表明：在污染过程中,污染物的迁移速度随渗透系数级差的增大而减小;在0.5m/d的地下水流速下,当渗透系数级差从3增大至52时,污染物波及效率达到100%所需要的时间从8h上升至360h;污染物的波及效率Z与入渗时间t成正相关关系与渗透系数级差K_mn呈负相关关系,其函数关系为Z=（109.623/K_mn²+1.035/K_mn+0.447）t.在模拟抽出处理的过程中,污染物的去除速度随渗透系数级差的增大而减小;当渗透系数级差从3增大至52时,污染物的去除效率达到100%所需的时间从13h升高至480h;污染物在透镜体中的去除效率Z'与反冲时间t和渗透系数级差K_mn的函数关系为Z'=（54.999/K_mn²+6.605/K_mn+0.098）t.对比两个过程可发现,污染物在非均质含水层中的污染和修复过程在时间方面呈现出不可逆性.随着渗透系数级差的增大,污染和去除过程中低渗透透镜体内波及/去除效率达100%的时间差值从5h逐渐增大至120h,"拖尾"效应越来越明显.     

Some engineering aspects of homoionized mixed clay minerals

Many studies have been conducted to investigate thephysicochemical behavior of pure clay minerals and predicttheir engineering performance in the field. In this study, thephysicochemical properties of an artificial mixture of differentclay minerals namely, 40-50% montmorillonite, 20-30% illite and 10-15% kaolin were investigated. The mixture was homoionized with sodium, Na⁺; calcium, Ca²⁺; andaluminum, Al³⁺. The engineering properties studied wereconsistency limits, sediment volume, compressibility behavior,and hydraulic conductivity. The results revealed that theliquid, plastic and shrinkage limits of soil increased withincreasing cation valence. The hydraulic conductivity of thesoil also increased with an increase in the valence of thecation at any given void ratio. Aluminum and sodium treatedclays had the highest and the lowest modified compressionindex values, respectively. Furthermore, trivalent cationsaturated clayey soil consolidates three times faster thanthat of monovalent and two times faster than that of divalent.These properties of the soils determined were, in general,similar to those of kaolinite rather than those ofmontmorillonite. The comparison of the results obtained withthe published data in the literature revealed that thephysicochemical behavior of the tested clay soil was, ingeneral, similar to that of kaolinite.     

震后特殊供水状态下的供水管网水力分析

供水管网的抗震性能,是指供水管网在地震作用下能够满足震后城市特定用水需要(需水量和水压)的能力.在地震作用下,供水管网中的埋地管线破坏位置多隐蔽、分散,加上震后救灾力量的局限和救灾活动的迟滞,难以迅速发现并隔离受轻微和中等震害的管线.另一方面,为了控制震后次生火灾的蔓延,又必须保证主干供水管网持续供水.在震后维修期间,供水管网处于特殊的供水状态--带渗漏供水状态.为了评价城市供水管网的抗震能力,需要进行震后特殊供水状态下供水管网的水力分析.给出了震后带渗漏供水管网的水力分析模型和程序结构,同时以上海市浦东新区供水管网为例,演示了震后供水管网水力分析的应用方法.     

PCM thermal conductivity effect on mechanism of PV/PCM thermal control characteristics

ABSTRACT

According to the structure of photovoltaic/phase change material (PV/PCM), the mechanism of internal heat transfer, transmission, storage, and temperature control is analyzed, and a two-dimensional finite element analysis model of PV/PCM structure is established. This study is carried out on the effect of PCM thermal conductivity on internal temperature distribution characteristics of PV/PCM and temperature control characteristics of solar cells. The results show that the increase in thermal conductivity of PCM can prolong the temperature control time of solar cell in PV/PCM system, for example, when the thermal conductivity is increased from 0.2 W/(m·K) to1.5 W/(m·K) under a thickness of 4 cm, the duration when PV/PCM solar cell temperature is controlled below 40°C and extended from 52 min to 184 min. In addition, PV/PCM experimental prototypes are designed with the LA-SA-EG composite PCM peak melting point of 46°C and thermal conductivity of 0.8 W/(m·K) and 1.1 W/(m·K), respectively. The results indicate that compared with PCM-free solar cells, the maximum temperature of PV/PCM prototype solar cells with thermal conductivity of 0.8 W/(m·K) and 1.1 W/(m·K) is reduced by 10.8°C and 4.6°C, respectively, with average output power increased by 4.1% and 2.2%, respectively, under simulated light sources. Under natural light conditions, the average output power is increased by 6.9% and 4.3%, respectively. The results provide theoretical and experimental basis for the optimization of PV/PCM design by changing the thermal conductivity of PCM.     

ASSESSMENT OF HYDRAULIC PROPERTIES IN AN UNCONFINED ALLUVIAL AQUIFER NEAR GRAND ISLAND,NEBRASKA1

ABSTRACT: A method is presented to analyze time-drawdown data from one or more observation wells for the calculation of four hydraulic parameters for unconfined aquifers: vertical hydraulic conductivity, horizontal hydraulic conductivity, storage coefficient, and specific yield. The hydraulic parameter results are further analyzed for reliability and the possible ranges of the actual parameter values. After verification using a theoretical example, the method was used to analyze pumping test data from 22 observation wells in an unconfined alluvial aquifer near Grand Island, Nebraska. Results indicate that this method can be used to efficiently calculate the four hydraulic parameters in this type of aquifer. The method can also identify the impact of measurement errors on the parameter estimates, and provide ranges of the actual parameter values. The parameter values calculated using this method were compared to those determined using other theories. It is found that this method is very useful for calculating the hydraulic properties from pumping test data and for analyzing the parameter reliability.     

电导率温度校正计算方法的改进

通过实验，用分段函数较精确的表示出温度校正系数与温度的关系，对现行电导率温度校正公式进行了改进，可以简化测量过程，提高计算精度。     

用TDR确定沙壤土非饱和淹灌条件下NH_4~+的硝化反应及NO_3~-的入渗迁移

对于沙壤土柱实验，用ＴＤＲ（时间域反射计）结合土壤抽提液的溶质分析，研究了在非饱和灌溉条件下的硝化和ＮＯ－３的迁移．测得的土壤体电导率与土壤抽提液的电导率之比和土壤含水量成线性关系，籍此用ＴＤＲ可以确定非饱和灌溉条件下土壤中溶质浓度的变化规律；硝化过程是在土壤表层的不连通的小孔隙中进行的，几乎不受水分运动的影响；由示踪剂Ｂｒ－的入渗及土壤表层的ＮＯ－３（相当于ＴＤＲ测得的电导率值）入渗分布得出，入渗是按活塞推移作用进行的，借此方法可以研究非饱和入渗的机理．     

EVALUATION OF STORMSEWER CONTROL ALGORITHMS USING A TRANSIENT MIXED FLOW MODEL1

ABSTRACT: a hydraulic transient model that is capable of simultaneously modeling open channel and pressurized flows is used to study active control of a deep tunnel stormwater collection system. The simultaneous occurrence of open channel flow and pressurized flow is termed mixed flow. This paper demonstrates the application of a mixed flow hydraulic model to the development of an active control scheme. It is shown that dynamic conditions can exist in a storm sewer system even under moderate inflow conditions and that these conditions, particularly at the time of full system pressurization, can influence the operation of the dynamic control, so that accurate hydraulic modeling is essential to proper control formulation.