基于栖息地模拟的重口裂腹鱼繁殖期适宜生态流量分析

介绍了栖息地模拟方法原理及步骤,以姜射坝水电站减水段为例,应用栖息地模拟模型PHABSIM计算了重口裂腹鱼繁殖期适宜生境需水量。结果表明,该河段内重口裂腹鱼繁殖期适宜生态流量为40.6m3/s,其与水文学法的结果对比表明,该流量可以满足维持水生生物良好的生存条件的要求。指出当工程河段涉及珍稀鱼类关键生境时,采用栖息地模拟法确定受影响河段的生态需水量,可以更好地保护珍稀鱼类关键生境。研究结果可为已建电站减水河段生态修复工作提供依据,为拟建电站水生生态环境影响评价工作提供借鉴。     

Improvement in HSPF's Low‐Flow Predictions by Implementation of a Power Law Groundwater Storage‐Discharge Relationship

We have enhanced the ability of a widely used watershed model, Hydrologic Simulation Program — FORTRAN (HSPF), to predict low flows by reconfiguring the algorithm that simulates groundwater discharge. During dry weather periods, flow in most streams consists primarily of base flow, that is, groundwater discharged from underlying aquifers. In this study, HSPF's groundwater storage‐discharge relationship is changed from a linear to a more general nonlinear relationship which takes the form of a power law. The nonlinear algorithm is capable of simulating streamflow recession curves that have been found in some studies to better match observed dry weather hydrographs. The altered version of HSPF is implemented in the Chesapeake Bay Program's Phase 5 Model, an HSPF‐based model that simulates nutrient and sediment loads to the Chesapeake Bay, and is tested in the upper Potomac River basin, a 29,950 km² drainage area that is part of the Bay watershed. The nonlinear relationship improved median Nash‐Sutcliffe efficiencies for log daily flows at the model's 45 calibration points. Mean absolute percent error on low‐flow days dropped in five major Potomac River tributaries by up to 12 percentage points, and in the Potomac River itself by four percentage points, where low‐flow days were defined as days when observed flows were in the lowest 5th percentile range. Percent bias on low‐flow days improved by eight percentage points in the Potomac River, from ?11 to ?3%.     

Predicting Periphyton Cover Frequency Distributions across New Zealand's Rivers

Regression models of mean and mean annual maximum (MAM) cover were derived for two categories of periphyton cover (filaments and mats) using 22 years of monthly monitoring data from 78 river sites across New Zealand. Explanatory variables were derived from observations of water quality variables, hydrology, shade, bed sediment grain size, temperature, and solar radiation. The root mean square errors of these models were large (75‐95% of the mean of the estimated values). The at‐site frequency distributions of periphyton cover were approximated by the exponential distribution, which has the mean cover as its single parameter. Independent predictions of cover distributions at all sites were calculated using the mean predicted by the regression model and the theoretical exponential distribution. The probability that cover exceeds specified thresholds and estimates of MAM cover, based on the predicted distributions, had large uncertainties (~80‐100%) at the site scale. However, predictions aggregated by classes of an environmental classification accurately predicted the proportion of sites for which cover exceeded nominated criteria in the classes. The models are useful for assessing broad‐scale patterns in periphyton cover and for estimating changes in cover with changes in nutrients, hydrological regime, and light.     

气泡尺寸对曝气池内气液两相流数值模拟的影响

为探索在曝气池气液两相流数值模拟中气泡尺寸对两相流流动特性的影响,采用大涡模拟和欧拉－拉格朗日方法建立了曝气池两相流数学模型.基于模型实验得到的工程上常用的微孔曝气盘的气泡尺寸分布,在数值模拟中设定了3种气泡尺寸分布方案,比较了不同的气泡尺寸设定方案对计算曝气池内水流流速和气含率等参数的影响.结果表明,气泡尺寸对水流流场具有较大的影响,而对气含率分布的影响在大部分区域不明显,只在气含率峰值附近影响较显著;使用多组气泡尺寸的设定方案可以提高计算结果的准确性,采用单组气泡尺寸时应尽量使其接近平均气泡直径.     

大尺度料斗卸料扬尘控制技术的研究与探讨

针对大尺度料斗在抓料斗、重载汽车等卸料过程中产生的扬尘问题,分别对单侧抽风式扬尘控制技术、多侧抽风式扬尘控制技术、单侧吹吸式扬尘控制技术和多侧吹吸式扬尘控制技术等扬尘控制技术的扬尘控制效果进行了探讨。另外,针对两边同时具有卸料点的大尺度料斗,在重载汽车卸料过程中产生的扬尘问题,提出了移动式扬尘控制技术对其扬尘进行控制;并结合具体实例对移动式扬尘控制技术的应用进行了介绍,同时指出了其使用过程中存在的问题。     

压裂钻孔孔壁破坏行为与注水流量相关性试验研究

为分析流量对水力压裂钻孔起裂特征的影响,开展了不同注水流量水力压裂实验,得到了煤体起裂过程的孔壁压缩应变-水压曲线。结果表明,流量的增大使破裂形态趋于复杂,表现在裂缝的数目及宽度会变多增大,而原煤则更易于沟通原生裂隙;对于无明显节理的配比型煤,随着注水流量增大,孔壁应变速率和起裂压力均增高;对于含明显节理的原煤,孔壁应变速率及起裂压力变化具有一致性,但与流量变化不一致,原煤内部的节理会影响试块起裂行为,降低钻孔内能量积聚速率和煤体破裂强度。研究成果对于揭示钻孔起裂行为具有重要理论意义,为水力压裂实验研究提供了一种新思路。     

水力压裂冲蚀磨损对连续管剩余寿命影响研究

针对水力压裂中连续管内壁冲蚀磨损严重和连续管易失效的问题,基于液-固两 相流和冲蚀理论,建立了连续管内部砂砾冲蚀模型。采用Grant和Tabakoff模型求解砂 砾冲蚀速率,借助实验数据验证了CFD数值模型。利用该模型研究了连续管在不同弯曲 度、砂砾粒度、压裂液注入量、质量流量、压裂液粘度对连续管内壁的冲蚀特性。研究 表明:弯曲连续管比直连续管冲蚀磨损严重,且弯曲度对连续管内壁的冲蚀磨损影响较 大。随着注入量的增加,壁厚平均损失值和壁厚损失峰值呈现快速递增趋势。支撑剂固 体颗粒的粒度对连续管内壁的冲蚀磨损影响较大,粒度为40目时连续管冲蚀速率最大。 随质量流量的增加,连续管剩余寿命呈线性下降。随压裂液粘度的增加,连续管内壁冲 蚀速率总体呈现下降趋势。     

油水两相流弯管处安全分析

针对油水两相流经过弯管时的流向改变会导致流体速度和压力发生突变,造成发生静电事故和腐蚀事故风险上升 的不利影响,提出了RSM模型和Mixture模型相结合的安全分析方法。该方法对不同入口速度和含水率的油水两相流进行 数值模拟,并用Origin软件拟合了进口最大允许流速与管径及含水率的经验关系。结果表明,在含水率和入口速度一定 时,随着管径的增加,弯管处的最大速度呈现逐渐减小的趋势:当管径和入口速度一定时,随着含水率的增加,弯管处 的最大速度也逐渐减小。最大压力出现在弯管外拱壁处,最小压力出现在弯管内侧拱壁处。在实际生产中,增加弯管下 游直管段内侧壁的壁厚,可有效防止空化腐蚀所造成的危害;通过含水率来确定安全流速,可有效降低静电事故的风险 。     

基于空间视角的资源流动内涵与构成要素的再思考

资源流动研究已成为资源科学领域新的研究视角和学科成长点,但对资源流动的理论提升、方法总结和范式探讨依然相对较少。论文从地理学的空间视角,对资源流动的内涵及构成要素进行分析。论文给出资源流动的定义,并指出,节点具有业务职能功能、效用功能及社会经济功能,空间位置和流量是节点两个突出的空间特征,不同的节点必然会形成不同的等级,未来应加强对节点功能的量化分析以及完善和发展节点分布特征及等级划分的研究方法;通道和网络具备从属和引导功能,衡量其发育程度主要根据网络的结构特征与网络节点特征,未来应探讨伴随新的交通方式而出现的新功能,系统地对通道网络进行优化分析,构建集多种运输方式为一体的多方式的资源流动通道网络优化模型,针对资源流动流量、强度以及成本等因素进行优化研究;域面是节点、通道网络的载体,根据资源流动节点吸引和辐射的范围,可以将域面划分为不同的等级,加强国际市场因素对我国资源流动域面影响的研究。同时指出,进一步从理论上探讨节点、通道、流动网络及流场的类型,在流动中所起的作用以及彼此之间的作用机制等,将是对资源流动构成要素研究的重要突破。     

Preferential leaching of nitrate,chloride and phosphate in an Australian clay soil

This paper investigates leaching of water and nutrients (NO^‐ ₃, Cl^‐, PO^3‐ ₄) from the unsaturated layer in an Australian soil using a multisegment percolation system (MPS). Large undisturbed soil cores were collected from a clay‐based, basaltic plain, agricultural soil at Grassmere, 300 km west of Melbourne, Australia. Significant heterogeneity (or preferential flow) of effluent moisture and solutes was detected (one‐way ANO VA, p < 0.001). Fifty percent of the applied nitrate and chloride leached from the soil core within three days after initial application. Hundred percent of the applied nitrate and chloride leached from the soil core within 8 days after application. These results indicate little incorporation into the soil matrix, and possible denitrification or mineralisation. In contrast, after 18 days, less than 1 % of the total applied phosphates leached from the soil, indicating strong adsorption. Our experiments indicate considerable heterogeneity in water flow patterns and solute leaching on a small spatial scale. Very rapid transport of nitrate and chloride through the soil was evident, in comparison phosphate leaching was negligible. These results have important implications for the management of nutrient schedules in agricultural soils, particularly those located in the Western District of Victoria, Australia.