Transport of waste heat from a nuclear power plant into coastal water     

Ping Zeng  Huiquan Chen  Baichuan Ao  Ping Ji  Xiaojian Wang  Zhiliang Ou 《Coastal Engineering》2002,44(4)

A numerical and experimental modeling is presented for studying the transport of waste heat from a nuclear power plant into coastal water by using a full-field physical model with scale distortion, a local physical model with normal scale and a depth-averaged k− turbulence model with a modified second-order upwind scheme. Field investigations are also used to provide the calibration and validation of the modeling. A case study simulating the turbulent tidal flow and waste heat transport in the coastal water near Daya Bay Nuclear Power Plant in Southern China was conducted. The experimental result of the case study shows that the water temperature in coastal water was a little oversimulated near the surface and was a little undersimulated near the bottom of heated-water layer by the full-field physical model. The numerical study shows that the depth-averaged k− turbulence model presented a satisfied prediction of turbulent tidal flow and far-field temperature distribution in coastal water, although the near-field stratification due to the heated water effluent was not accounted for. The result of the effect of scale distortion on physical model shows that a full-field physical model with a scale distortion of 10 produced a satisfied result of temperature distribution in the present case study.  相似文献   

Measuring Tourist’s Water Footprint in a Mountain Destination of Northwest Yunnan, China     

Luc HENS  Robert DE WULF 《山地科学学报》2011,8(5):682-693

Monitoring and minimizing tourist’s water consumption is essential for the sustainable development of mountain destinations in the world. However, available data and a generally accepted protocol on such measurement are still limited. This study uses water footprint accounting to quantify tourist’s water demand in the Liming valley, a World Heritage site and a rapidly growing tourism destination in Northwest Yunnan, China. Both the water for direct and indirect use is taken into account based on the consump...  相似文献   

拉林铁路板块缝合带隧道地应力分析     

欧小强  王奭  李永亮  刘志强  郑宗溪  吴剑 《吉林大学学报(地球科学版)》2019,49(6):1689-1697

青藏高原板块缝合带为印度板块和欧亚板块两大陆块的缝合区域,带区地质条件复杂,构造运动强烈。川藏线拉林铁路几乎沿雅鲁藏布江缝合带展布,高地应力问题十分突出,但目前针对板块缝合带隧道的地应力研究相对较少。本文采用空心包体法对拉林铁路沿线隧道进行了原位地应力测量,并与成兰、兰渝和锦屏等几个典型工程的地应力进行对比分析。研究表明：拉林铁路沿线隧道埋深大,构造应力突出,总体表现为最大水平主应力 > 垂直主应力 > 最小水平主应力;平均侧压系数（1.0~1.5）分布较为集中且处于较高水平;最大主应力量值大多在20~50 MPa之间,最大主应力与埋深的梯度为0.033 7 MPa/m,方向以北北西-北北东向为主。建议采用仰拱结构减小隧道墙脚处的应力集中现象。  相似文献   

珠江河网横向汊道水面线演变过程及原因探讨——以东平水道为例     

王博芝  杨昊  欧素英  傅林曦  蔡华阳  杨清书 《热带地理》2021,41(2):410-422

基于1960－2016年东平水道三水、紫洞、澜石、浮标厂月均潮差、余水位数据及三水、马口站月均流量数据,以1993年三水－马口分流比突变为切入口,探讨余水位坡度及潮波衰减率等径－潮动力改变下,东平水道水面线与余水位曲率的时空演变特征及其影响因素。结果表明：东平水道在1993年三水分流比剧增之后,1）余水位坡度或潮波衰减率与流量的双累积曲线斜率下降,即余水位坡度或潮波衰减率对流量的依赖性减弱;2）东平水道水面坡度整体下降且上游（紫洞－三水河段）降幅最大,不同季节坡度的变化率介于-67%~-4%,水面线由下凹转为上凸,即曲率由正转负。同时,曲率波动幅度明显减弱,1993年前曲率波动介于2×10^-10~5.48×10^-10,而1993年后波动介于-0.9×10^-10~-0.07×10^-10。上述曲率变化在冬季较夏季显著;3）上述水面线异变的主要原因为,东平水道中上游河道挖沙导致河床地形大幅下切、水位下降、来水量增大,且同时期的航道疏浚加剧这一变化;下游主要受滩涂围垦影响,河道淤浅。以上地形变化导致河道中游径、潮流量增大,径－潮双向顶托使水面线转变为上凸型。受北江上游飞来峡水库调蓄影响以及过水断面宽深比、海平面变化等季节性调节作用,东平水道冬季水面线及曲率变化较夏季显著。  相似文献   

Characterizing mixed-use buildings based on multi-source big data     

Xiaoping Liu  Xingjian Liu  He Jin  Jinpei Ou  Limin Jiao 《International journal of geographical information science》2018,32(4):738-756

To-date few research has successfully integrated big data from multiple sources to characterize urban mixed-use buildings. In this paper, we introduce a probabilistic model to integrate multi-source and geospatial big data (social network data, taxi trajectories, Points of Interest and remote sensing images) to characterize urban mixed-use buildings. The usefulness of our model is demonstrated with a case study of the Tianhe District in megacity Guangzhou, China. The model predicted building functions at 85% accuracy based on ground truth data from field surveys. We further explored the spatial patterns of the identified building functions. Most mixed-use buildings are located along major streets. Our proposed model can identify mixed-use buildings in a city; information is useful for planning evaluation and urban policymaking.  相似文献   

伶仃洋河口泥沙絮凝特征及影响因素研究   总被引：1，自引：1，他引：0  

田枫  欧素英  杨昊  刘锋 《海洋学报》2017,39(3):55-67

泥沙絮凝对河口细颗粒泥沙运动过程起着极其重要的作用。本文通过LISST-100激光粒度仪等仪器实测伶仃洋河口2013年洪季悬浮泥沙絮凝体现场粒径及水动力、泥沙条件,结合实验室悬沙粒径分析,研究大小潮期间伶仃洋河口泥沙絮凝特征,探讨紊动剪切强度、含沙量、盐度分层及波浪等因素对伶仃洋河口泥沙絮凝的影响。结果表明:伶仃洋河口水体中现场粒径平均值为148.53 μm,大于实验室悬沙分散粒径36.74 μm,河口絮凝现象明显;沉速与有效密度、粒径呈正相关,絮团平均有效密度为153.49 kg/m3,平均沉速达1.13 mm/s;小潮时絮团平均粒径大于大潮,垂向上表底层絮团粒径小、中层大,中底层絮团沉速大于表层。伶仃洋河口水动力、泥沙条件是影响其泥沙絮凝的重要因素,低剪切强度（小于5 s-1）、低含沙量（小于50 mg/L）及高体积浓度有利于细颗粒泥沙之间的相互碰撞,促进絮凝作用;当剪切强度与颗粒间碰撞强度高于絮团所能承受的强度时,絮团易破碎分解成小絮团或更细的泥沙颗粒;伶仃洋河口盐度层化引起的泥沙捕获现象增大中层泥沙体积浓度,有利于中层絮凝体的发育;观测期相对较大的波浪增强水体紊动,增大了水体细颗粒泥沙的碰撞几率,表层絮团粒径随波高峰值的出现而增大。  相似文献   

石岛湾四种常见鱼类的热耐受性比较研究   总被引：4，自引：2，他引：2  

窦硕增  南鸥  曹亮  宋骏杰  田洪林  刘永叶 《海洋科学》2017,41(9):56-64

作者分别采用动态法和静态法两种实验方法,以石岛湾4种常见鱼类(许氏平鲉(Sebastes schlegeli)、大泷六线鱼(Hexagrammos otakii)、褐菖鲉(Sebastiscus marmoratus)和矛尾虎鱼(Chaeturichthys stigmatias))为研究对象,对比研究了在4个季节基础水温(5.0~26.0℃)和9个温升速率(0.5~15.0℃/h)下这些鱼类的热耐受性。结果表明,4种鱼类的CTM(最大临界温度)和24 h UILT_(50)(24 h高起始致死温度)均与基础水温呈显著正相关,温升速率对鱼类耐热性的影响因鱼种和季节基础温度而异;相同基础水温下4种实验鱼类的CTM值均高于24 h UILT_(50)。4种鱼类的24 h UILT50依次为:矛尾虎鱼许氏平鲉褐菖鲉大泷六线鱼。  相似文献   

结构参数非匹配不确定性问题的滑动模态控制   总被引：1，自引：0，他引：1  

吴斌  王倩颖  欧进萍 《地震工程与工程振动》2004,24(6):154-159,172

本文针对结构参数非匹配不确定性问题,采用简化滑动模态控制方法．即在滑动面的没计中忽略非匹配不确定性的影响,对一个顶层放置AMD系统的五层弹塑性建筑结构进行了主动控制数值分析．考虑了结构层屈服位移的不确定,数值模拟结果表明,简化方法具有很强的鲁棒性,结构参数相对于期望值的变化幅度为-40％至40%时．简化方法均有很好的控制效果。  相似文献   

Automatic tracing of the foot of the continental slope   总被引：1，自引：0，他引：1  

Ziqiang Ou  Petr Vaníček 《Marine Geodesy》2013,36(2):181-195

The UNCLOS III (Article 76, Section 4(b)) defines the foot of the continental slope as the point of maximum change in the gradient at its base. It is impossible to locate so defined afoot and thus to trace the foot‐line objectively by eye. In this study we show a method designed automatically to detect and trace the foot‐line of the continental slope from an irregular array of bathymetrical data. Our algorithm first transforms the bathymetric surface to a maximum curvature surface. On this new surface, the foot‐line corresponds to one of the ridges; instead of tracing the foot‐line on the bathymetric surface, we now can trace the ridges on the maximum curvature surface. The tracing of the ridges can be done automatically and objectively and the foot‐line is identified as being one of these ridges. We devote particular attention to the case when the ridge‐line is not defined, i.e., to the case when the point of maximum gradient change becomes a region of maximum gradient change.  相似文献   

青藏高原东部样带农牧民生计脆弱性评估   总被引：35，自引：7，他引：28  

阎建忠  喻鸥  吴莹莹  张镱锂 《地理科学》2011,31(7):858-867

脆弱性评估为脆弱性地区农户摆脱贫困、区域可持续发展提供科学依据。以青藏高原东部样带为例,基于可持续生计框架,建立了农牧民生计脆弱性评估的指标体系,利用11个乡镇的879户农牧民样本数据,开展了不同地带生计脆弱性评估。该指标体系反映了农牧民面临的主要风险,其生计资产,以及农牧民和政府应对风险的措施。结果表明:高原区农牧民生计脆弱性程度高于山原区和高山峡谷区。高原区的满掌乡最为脆弱,即便有政府的帮助,农牧民也不能应对风险。脆弱性程度高的山原区上部和高原区,处于不能适应的边缘,如不采取措施,当地牧民将不能应对气候变化、草地退化、药材退化等多种风险。导致该区牧民生计脆弱的原因既有各种风险的冲击,也因牧民自身生计资产和适应能力的不足。高山峡谷区和山原区下部的乡镇,农牧民能有效地应对风险,需进一步拓宽第二、第三产业就业渠道。因此,高原区和山原区上部的纯牧区是脆弱区域,政府应采取积极的措施,增强农牧民的适应能力。政府的救助措施应从改善自然资产转变到改善人力资产和金融资产,如技能培训、实行医保和畜病防治全覆盖、提供低息和无息贷款、在黑土滩区全面实行退牧还草、对退化草场进行治理和恢复。  相似文献