Monitoring and Evaluation of Air Pollution at Ohaji/Egbema Flow Station and Its Environs via GPS in Ohaji Egbema Lga, Imo State Nigeria

The work of “Monitoring and Evaluation of Air Pollution” the main aim of this work is to measure the concentrations of gases which include CO2, CO, NOx, SOx and thermal radiation and carry out an analysis of the measured data. This experiment was scheduled to take place at Egbema flow station which is managed by NPDC (Nigerian Petroleum Development Commission) Shell location 2 in Obiakpu, Ohaji Imo state. The bad effects of these pollutant gases on the community can include cause of diseases to plants and animals, causes of physical ailments in the respiratory tract of humans, and death and degradation of the surrounding environment. The parameters measured during this exercise include the distance from the flow station, latitude and longitude of the distance measured on the earth’s surface, time for the experiment and the concentration of pollutant gases. The instrument used includes CO meter, CO2 meter, SOx and NOx meters, and thermal radiation meter. The gases were measured in three different time intervals between 10:50 am - 11:23 am (for CO: 0.02 ppm, 0.01 ppm, 0 ppm, 0 ppm, 0.01 ppm, 0 ppm;for CO2: 0.04 ppm, 0.01 ppm, 0.01 ppm, 0.02 ppm, 0.01 ppm, 0 ppm;for SOx: 0 mg/m3, 0 mg/m3, 0 mg/m3, 0 mg/m3, 0 mg/m3, 0 mg/m3;for NOx: 0.127 mg/m3, 0.098 mg/m3, 0.12 mg/m3, 0.122 mg/m3, 0.113 mg/m3, 0.103 mg/m3;for thermal radiation: 57.4 W/m2, 61.5 W/m2, 65.1 W/m2, 64.9 W/m2, 81.9 W/m2, 148.3 W/m2), 1:30 pm - 2:13 pm (for CO: 0.01 ppm, 0.02 ppm, 0 ppm, 0 ppm, 0.1 ppm, 0 ppm;for CO2: 0.01 ppm, 0.01 ppm, 0.01 ppm, 0.01 ppm, 0 ppm, 0 ppm;for SOx: 0 mg/m3, 0 mg/m3, 0 mg/m3, 0 mg/m3, 0 mg/m3, 0 mg/m3;for NOx: 0.122 mg/m3, 0.117 mg/m3, 0.114 mg/m3, 0.115 mg/m3, 0.122 mg/m3, 0.11 mg/m3;for thermal radiation: 120.5 W/m2, 132.8 W/m2, 156.7 W/m2, 170.5 W/m2, 148.5 W/m2, 95.1 W/m2) and 5 pm - 5:37 pm (for CO: 0.02 ppm, 0.1 ppm, 0.1 ppm, 0 ppm, 0 ppm, 0 ppm;for CO2: 0.03 ppm, 0.2 ppm, 0.1 ppm, 0.1 ppm, 0 ppm, 0.1 ppm;for SOx: 0 mg/m3, 0 mg/m3, 0 mg/m3, 0 mg/m3, 0 mg/m3, 0 mg/m3;for NOx: 0.128 mg/m3, 0.118 mg/m3, 0.119 mg/m3, 0.117 mg/m3, 0.124 mg/m3, 0.114 mg/m3;for thermal radiation: 121.4 W/m2, 133.3 W/m2, 160.2 W/m2, 177 W/m2, 161.4 W/m2, 97.2 W/m2) at distances of 0 m, 100 m, 300 m, 500 m, 1000 m and 1500 m respectively. From the values gotten from the gas concentration measurements, we can say that SOx gases are either minute or not available in the environment. Also, from the graph analysis carried out on the gases, we can also say that CO2 concentration is either increasing or at the same level throughout the distance while the concentrations of NOx, CO and thermal radiation reduce with increasing distance. On the part of the “averaging time model” used in the analysis, we can say that at increasing averaging times the concentration of gases reduces. Analysis of whether the environment is polluted and with which gas exactly is also carried out using the Air quality index and it was deduced that the environment is polluted with NOx gases because the concentration is above the normal environmental ambient temperature.

Debris flow susceptibility analysis based on the combined impacts of antecedent earthquakes and droughts： a case study for cascade hydropower stations in the upper Yangtze River, China

The upper Yangtze River region is one of the most frequent debris flow areas in China. The study area contains a cascade of six large hydropower stations located along the river with total capacity of more than 70 million kilowatts. The purpose of the study was to determine potential and dynamic differences in debris flow susceptibility and intensity with regard to seasonal monsoon events. We analyzed this region's debris flow history by examining the effective peak acceleration of antecedent earthquakes,the impacts of antecedent droughts, the combined effects of earthquakes and droughts, with regard to topography, precipitation, and loose solid material conditions. Based on these factors, we developed a debris flow susceptibility map. Results indicate that the entire debris flow susceptibility area is 167,500 km^2, of which 26,800 km^2 falls within the high susceptibility area, with 60,900 km^2 in medium and 79,800 km^2 are in low susceptibility areas. Three of the six large hydropower stations are located within the areas with high risk of debris flows. The synthetic zonation map of debris flow susceptibility for the study area corresponds with both the investigation data and actual distribution of debris flows. The results of debris flow susceptibility provide base-line data for mitigating, assessing, controlling and monitoring of debris flows hazards.

Design of Expressway Toll Station Based on Neural Network and Traffic Flow

This paper is concerned with the design of expressway toll station problem based on neural network and traffic flow. Firstly, the design of the toll plaza is mainly through analyzing the daily traffic flow, different charging mode of construction cost and waiting time of the United States. Secondly, exploring traffic conditions is divided into two kinds, based on the traffic flow speed-density flow model. Then, a fuzzy-BP neural network model is constructed, with capacity, cost, and safety factor as the input layers and performance as the output layer. It is concluded that this scheme will reduce the occurrence of traffic accidents, so it is desirable. Considering that the increase in unmanned vehicles will lead to an increase in safety performance, we increase the number of electronic toll stations to improve security performance and reduce the occurrence of traffic accidents.

深层隧道进流式泵站前池流态及整流措施研究

为改善深层隧道进流式泵站前池内的旋流、偏流等不良流态,基于RNG k-ε湍流模型对前池流态进行数值模拟,研究适用于此类城市排涝泵站的整流措施。数值计算结果表明:泵站前池、进水池内存在局部立面旋滚、螺旋流、斜向流、流速分布上高下低等不良水力现象,致使泵站进水流道水力条件不佳;采用双层环形板和两组导流墩的组合式整流措施可抑制前池、进水池中的立面旋滚、螺旋流和斜向流流态,从而有效改善流道的进水条件,提高进水流道进口处流速分布均匀度,使泵进水状况变好,提高泵站运行的可靠性。

地下泵站进水流道数值模拟与方案优化

以典型地下泵站的进水流道为研究对象,建立数值仿真模型,分析设计方案的水力特性及存在不足,并给出优化方案.研究结果表明:在原方案中,外侧水泵进水管入口中心和圆洞出口中心的连线与来流方向的夹角达到70°,水流大角度偏转,并在进水管入口出现脱流现象,水头损失系数达到2.31~2.44,水泵进水管出口的流速分布均匀度为95.09%~96.80%,速度加权平均角为86.51°~87.41°,原方案的圆洞突扩进入压力罐,然后突缩进入水泵的进水管,且压力罐内无任何导流措施,致使局部流道产生了较大的水头损失;优化方案提出了“集管+岔管”的分流措施,通过2个60°弯头实现水流流向的偏移,平面和垂直方向均没有突扩或突缩结构,水头损失系数减小至0.93~1.07,优化方案不仅改善了流道的水力性能,也避免了开挖、衬砌压力罐.研究结果可为类似地下泵站进水流道设计提供一定依据.

HYDRAULIC CALCULATION AND MEASUREMENT OF FLOW FIELD WITHIN INLET PASSAGE OF LARGE PUMPING STATION

By means of the analysis of the internal flow within inlet passage of large pumping sta-tion, an analysis of 3-D direct boundary element for the flow has been presented on the potentialflow assumption, and a calculation and an experimental proof for the inlet passage of 30 angle-type axial pumping station have been made. Based on the analysis of the calculations and theexperiments, the calculation method is feasible and believable.

Three-dimensional CFD simulation of inlet structure flow in pumping station based on Eulerian solid- liquid two-phase flow model

Sediment deposition in the pumping station has a huge negative impact on unit operation.The three-dimensional CFD method has been used to simulate inlet structure flow in pumping station based on the Eulerian solid- liquid two-phase flow model. The numerical results of the preliminary scheme show that sediment deposition occurs in the forebay of pumping station because of poor flow pattern therein. In order to improve hydraulic configuration in the forebay,one modified measure reconstructs water diversion weir shape,and another measure sets a water retaining sill in the approach channel. The simulation results of the modified scheme prove that back flow in the forebay has been eliminated and the sediment deposition region has also been reduced.

沙集泵站改造叶轮选型及流道改形研究

针对沙集泵站空化汽蚀较为严重,在工程加固改造时主体结构不变,无法通过降低站房底板增加叶轮淹没深度,从而提高空化性能的实际问题,采用计算流体动力学CFD方法,考虑泵站进口不同水位,对水泵装置全流道内部流动进行数值分析,研究水泵空化和能量特性。小幅降低叶轮中心高程,不仅未能减小空化范围,反而降低了泵装置效率,不宜采用。通过优选水泵水力模型、降速、增径并适当修整流道等方法,在保证泵装置能量性能的前提下,提高水泵空化性能。结果表明,采用方案一:叶轮直径增至1.68 m,转速降至250 r/min,基本消除了叶片进水边附近的附着空化,同时能够满足泵站特征水位组合下的流量和效率。成果也可用于类似泵站的设计和机组的选型。

铁路枢纽双编组站静态配流协同优化研究

枢纽内跨编组站进行协同配流有助于优化枢纽内的车流接续,提高全局配流质量。引入跨编组站协同配流思想,构建铁路枢纽双编组站静态配流协同优化模型,以最小化双编组站的配流总代价、最大化双编组站的总满轴列车数为优化目标,考虑车流量约束、列车到解编发作业与枢纽小运转列车走行的接续时间约束、出发列车满轴与不违编约束、调机资源使用约束。以列车等级、编组去向数及出发时刻排序作为配流代价。设计理想点算法将多目标转化为单目标进行求解,最后运用算例对模型及算法的有效性进行验证。结果表明,双编组站联合配流相较于两编组站单独配流,可使满轴列车总数增加1列、站存车总数减少13辆、配流总代价降低5.4%,从而达到更佳的配流效果。

考虑交通流量预测的光−氢−电耦合系统规划

为解决制氢、加氢站建设成本高、氢燃料汽车加氢具有不确定性特点等问题,提出一种考虑交通流量预测的光−氢−电耦合系统规划模型。首先,建立包含氢气生产、压缩和储存并通过充氢装置注入至氢燃料电池汽车内的现场制氢模型;其次,提出交通流量的预测方法,为制氢、加氢站系统建模和运行提供支持;最后,以最小化成本为目标,构建考虑交通流量预测的光−氢−电耦合系统规划模型,然后以IEEE30标准算例,以30路网节点为算例分析系统,研究发现制氢、加氢站联合光伏电站有利于降低系统成本;制氢补贴政策的实施使氢气需求增加28%,制氢、加氢站数量增加20%;电解槽制氢量快速响应峰谷分时电价变化。结果表明所提模型具有有效性。

考虑交通流量俘获的电动汽车充电负荷预测和充电站规划

针对电动汽车(EV)的充电需求,考虑路径的交通流量,以最大交通流量俘获、最小配电系统网络损耗和最小节点电压偏移为目标,构建了一个多目标决策模型对EV充电站进行规划。运用网络扩展技术确定交通流量俘获路径;运用蒙特卡罗模拟算法,确定规划区内EV的最大充电负荷,从而推算得到充电站的容量;运用超效率数据包络分析评价方法,确定经过归一化处理后各目标函数的权重系数,从而将多目标优化问题转化为单目标优化问题,并采用改进的二进制粒子群优化算法进行求解。以一个包含25个节点的交通网络耦合33节点配电系统为算例进行仿真,验证所建模型和所提方法的有效性,并进一步分析EV最大行驶里程、充电站负荷接入不同节点以及不同时刻对各目标函数的影响。

抽蓄电站无压隧洞交叉区体型优化试验研究

交叉无压隧洞交汇区域水流的水力特性复杂,无压隧洞交叉区体型及交汇口水流水力特性的研究对确保水利枢纽的安全运行具有重要的工程意义。基于物理模型试验,对某抽水蓄能电站下水库高落差泄洪排沙洞和放空洞交叉区体型进行优化,最终确定圆弧连接+交叉角21°的交叉区体型。对比分析圆弧连接+交叉角21°的交叉区优化体型下特征试验工况的水力特性。结果表明,6种特征试验工况下,泄洪排沙洞和放空洞交叉口及下游均为急流,明流泄洪且流态较稳定,均在交汇口下游右边直墙处形成最大水深,水深低于直墙高度,满足水面线不宜超过直墙范围的要求。

抽蓄电站全库盆防渗水库渗流缺陷影响分析

针对抽蓄电站全库盆防渗水库土工膜缺陷导致水库渗流量产生变化的安全问题,结合陕西省某抽蓄电站水库库底土工膜防渗工程,采用单因素影响分析和多因素影响分析方法进行抽蓄电站全库盆防渗水库渗流缺陷影响分析。结果表明,水头大小、缺陷大小、缺陷个数均正向影响抽蓄水库渗流量,而缺陷位置与抽蓄水库渗流量的相关性不明显。其中缺陷大小是影响抽蓄水库渗流量的主要因素,其次为水头大小,再次为缺陷个数。

泵站进水系统三维水动力特性数值模拟研究

【目的】研究泵站进水系统结构对水泵进水流场的影响。【方法】基于Fluent平台,假定水流为不可压缩湍流流体,在满足连续方程和动量方程的基础上,引入RNGk-ε紊流模型,对改造前后泵站进水系统进行了数值模拟,采用适于稳态流场的收敛速度更快的SIMPLEC算法,利用有限体积法进行空间离散求解,分析了不同断面的流场流速、流速旋角及流线分布,对比分析了改造前后泵站进水系统的水动力指标。【结果】改造方案各水动力指标均小于改造前方案,进水池流速标准差减小了6%~64%,进水管进口流速标准差降低了41%~96%,平均流速旋角减小了60%~73%,流速旋角标准差降低了59%~72%,水流流态分布趋向均匀,水泵进水条件明显改善。【结论】改造后泵站进水系统流速分布较均匀,流态趋于平稳,对减轻泵站机组汽蚀破坏有重要意义。

进出站客流特征驱动的地铁车站画像构建及风险识别

基于地铁刷卡数据,采用K-means时间序列聚类算法对北京市40个换乘站及157个中间站和首末站的进出站客流进行画像分析及客流风险识别。考虑地铁车站在轨道交通运营网络中的位置属性,分别提取高峰时段的大客流特征和换乘客流的时空分布特征,将地铁换乘站分为4类,中间站分为6类,首末站分为2类。聚类结果表明:各类型车站的进出站客流和换乘客流在高峰时段的时间不均衡性较为突出,考虑不同周边用地性质,地铁客流的空间不均衡性较为显著。通过辨识不同地铁车站类型及其对应的客流时空特性规律,提出基于特征值数据的客流风险等级评价方法,分析了典型的换乘站客流风险状态。结果表明:不同类型的换乘站客流风险时段有所区别、客流风险等级不同,其中B类型换乘车站客流风险最高。本研究能为地铁客流精细化诱导和地铁运营风险防控提供支持。

侧式进/出水口各孔道流量分配差异及影响因素

对于抽水蓄能电站侧式进/出水口各孔道流量分配,现有设计规范规定进/出水口相邻中边孔道的流量不均匀程度不宜超过10%,但实际工程设计难以达到此要求.本文以某抽水蓄能电站侧式进/出水口为例,通过优化进/出水口各体型参数,利用数值模拟方法研究各孔道流量等水力参数,重点分析分流墩布置对各孔道流量分配的影响及其规律,试图使进流工况和出流工况相邻中边孔道的流量不均匀程度均最小.研究表明,改变扩散段分流墩布置能有效改善流量不均匀程度.对于3墩4孔侧式进/出水口,相邻中边孔道的流量不均匀程度在出流工况下随中边孔宽度比增大而增大,在进流工况下随中边孔宽度比增大而减小;当中边孔宽度比增大且中墩后移距离减小时,出流工况和进流工况下的流量不均匀程度均减小.对于2墩3孔侧式进/出水口,相邻中边孔道的流量不均匀程度不论在出流工况下还是在进流工况下,均随中边孔宽度比增大呈先减小后增大的规律.优化后的3墩4孔侧式进/出水口的中边孔宽度比取0.228∶0.272,中墩后移距离取0.36D(D为隧洞直径),其相邻中边孔道的流量不均匀程度均较优,在出流工况下为18.47%~19.43%,在进流工况下为19.82%~19.83%;优化后的2墩3孔侧式进/出水口的中边孔宽度比取0.310∶0.345,其相邻中边孔道的流量不均匀程度均较优,在出流工况下为19.47%~19.63%,在进流工况下为18.66%~18.67%.相邻中边孔道的流量不均匀程度较难满足不宜超过10%的设计规范要求.研究成果将有助于《抽水蓄能电站设计规范》中关于进/出水口水力指标要求的完善.

基于ADCP的水文站断面平均流速AI计算模型研究

本研究旨在探讨如何利用走航式ADCP流速数据和人工智能技术,提高岭下水文站的断面平均流速计算精度,以解决复杂的流量监测难题。通过比较指标流速法和基于AI的计算模型,评估了它们在不同水深条件下的性能和适用性。结果表明,在多数情况下,AI算法表现出更高的计算合格率和较低的不确定度,尤其在高水期和中水期。然而,在低水期测流时,数据质量仍然存在挑战,需要进一步改进和扩大样本容量。这项研究为提供更准确、实时的水文信息,支持水资源管理、防汛减灾和生态保护提供了重要依据。

深轮辐齿坯多工位闭式模锻材料流动规律研究

探索闭式热模锻成形时材料的流动规律是控制充填不满等成形缺陷、获得高精度模锻件的理论基础。针对深轮辐齿坯件热模锻成形时易出现填充不满的问题,以某SCr420H深轮辐齿坯为研究对象,基于齿坯件结构分析,设计了“下料-加热-镦粗-预锻Ⅰ-预锻Ⅱ-终锻”的多工位闭式热模锻工艺方案;基于Deform软件,构建了深轮辐齿坯件多工位闭式热模锻全流程有限元模拟模型;采用试验验证了有限元模型的可靠性,并对多工位闭式热模锻成形过程中材料的流动规律进行了研究。结果表明:镦粗比为3.7时,可获得外形良好的圆饼形预制坯,镦粗时受上下表面摩擦效应的影响,材料径向流动不均匀,在坯件腰部出现鼓形;预锻Ⅰ工位成形出用于定位的底面内凹结构,同时减小了后续工位材料填充难度;预锻Ⅱ和终锻成形时的材料流动规律相似,成形前期材料集中流向轮缘部分、成形中期主要流向轮毂部分、末期流向圆角处;终锻成形时未出现材料填充不满的缺陷,在成形后期,少量金属材料从终锻上下模的导向间隙中流出,形成纵向飞边。通过生产试验,成形出填充良好的深轮辐齿坯件,模拟数值获得温度与实际生产数值最大误差不超过3.15%,纵向飞边高度小于0.5 mm,零件各尺寸偏差均小于0.2 mm,验证了所设计多工位闭式模锻工艺的合理性。

基于乘客行为探讨大客流地铁车站站台宽度计算方法

[目的]根据GB 50157—2013《地铁设计规范》计算出的大客流地铁车站站台宽度偏小,难以消化巨量的客流压力,基于乘客在站台的行为特征提出一种新的站台宽度计算方法。[方法]介绍了现行站台宽度计算方法,并对其与大客流车站站台实际客流进行偏差分析;设置列车未到站和列车进站后两种工况,提出大客流车站站台宽度计算方法;以西安某大客流地铁车站为例,对所提站台宽度计算方法进行实例测算。[结果及结论]鉴于部分车站高峰时段与城市高峰时段不一致,站台宽度计算公式引入车站偏差系数,以车站高峰小时作为确定站台宽度的计算时段。若车站为换乘站,两股分支客流之间存在对向干扰,引入对向干扰系数。站台客流在列车到站后经历了4个阶段,第2阶段对站台占用需求最大,并呈“块”状静止和“线”形移动两种客流特征。与现行规范的站台宽度计算方法相比,所提站台宽度计算方法对大客流车站具有更好的适应性。

錾高水电站首部枢纽水工模型试验

为了验证錾高水电站泄洪冲沙闸全开和局开、无闸溢流坝溢流等不同工况的过流能力、流态、下游冲刷及防冰凌等设计的合理性,通过对錾高水电站首部枢纽进行几何比尺为1∶50的水工模型试验,并对试验结果进行分析。结果表明:泄流能力满足设计要求;泄洪冲沙闸左侧边孔进口附近易出现强吸气旋涡,消力池出口冲刷较严重;将库水位抬升至1611.42 m可有效防冰凌。该模型试验可为下阶段的工程优化设计提供依据。