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Cancer risk assessment from exposure to trihalomethanes in tap water and swimming pool water 被引量:13
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作者 PANYAKAPO Mallika SOONTORNCHAI Sarisak PAOPUREE Pongsri 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2008年第3期372-378,共7页
We investigated the concentration of trihalomethanes (THMs) in tap water and swimming pool water in the area of the Nakhon Path- om Municipality during the period April 2005-March 2006. The concentrations of total T... We investigated the concentration of trihalomethanes (THMs) in tap water and swimming pool water in the area of the Nakhon Path- om Municipality during the period April 2005-March 2006. The concentrations of total THMs, chloroform, bromodichloromethane, dibromochloromethane and bromoform in tap water were 12.70-41.74, 6.72-29.19, 1.12-11.75, 0.63-3.55 and 0.08-3.40 μg/L, respectively, whereas those in swimming pool water were 26.15-65.09, 9.50-36.97, 8.90-18.01, 5.19-22.78 and ND-6.56 μg/L, respectively. It implied that the concentration of THMs in swimming pool water was higher than those in tap water, particularly, brominated-THMs. Both tap water and swimming pool water contained concentrations of total THMs below the standards of the World Health Organization (WHO), European Union (EU) and the United States Environmental Protection Agency (USEPA) phase Ⅰ, but 1 out of 60 tap water samples and 60 out of 72 swimming pool water samples contained those over the Standard of the USEPA phase Ⅱ. From the two cases of cancer risk assessment including Case Ⅰ Non-Swimmer and Case Ⅱ Swimmer, assessment of cancer risk of nonswimmers from exposure to THMs at the highest and the average concentrations was 4.43×10^-5 and 2.19×10^-5, respectively, which can be classified as acceptable risk according to the Standard of USEPA. Assessment of cancer risk of swimmers from exposure to THMs at the highest and the average concentrations was 1.47×10^-3 and 7.99×10^-4, respectively, which can be classified as unacceptable risk and needs to be improved. Risk of THMs exposure from swimming was 93.9%-94.2% of the total risk. Cancer risk of THMs concluded from various routes in descending order was: skin exposure while swimming, gastro-intestinal exposure from tap water intake, and skin exposure to tap water and gastro-intestinal exposure while swimming. Cancer risk from skin exposure while swimming was 94.18% of the total cancer risk. 展开更多
关键词 tap water swimming pool water CHLORINATION TRIHALOMETHANES cancer risk assessment
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Application of Air Floatation in Water Quality Maintenance of Ecolandscape Pool in Zhongxing Mangrove Bay
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作者 戴本林 李伟 高红信 《Journal of Landscape Research》 2009年第9期31-33,43,共4页
The invasion of various pollutant sources and lack of water circulation may easily lead to the eutrophication and deteriorated water quality of the landscape water system.This study focuses on the application of air f... The invasion of various pollutant sources and lack of water circulation may easily lead to the eutrophication and deteriorated water quality of the landscape water system.This study focuses on the application of air floatation method in water quality maintenance with the eco-landscape pool of Zhongxing Mangrove Bay as the study object,so as to provide a scheme for maintaining the water quality of artificial lakes. 展开更多
关键词 water quality Air floatation method Artificial LAKE Eco-landscape pool
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Disinfection byproducts in indoor swimming pool water:Detection and human lifetime health risk assessment 被引量:2
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作者 Di Zhang Shengkun Dong +2 位作者 Li Chen Rong Xiao Wenhai Chu 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2023年第4期378-386,共9页
Quantification of regulated and emerging disinfection byproducts(DBPs)in swimming pool water,as well as the assessment of their lifetime health risk are limited in China.In this study,the occurrence of regulated DBPs(... Quantification of regulated and emerging disinfection byproducts(DBPs)in swimming pool water,as well as the assessment of their lifetime health risk are limited in China.In this study,the occurrence of regulated DBPs(e.g.,trihalomethanes,haloacetic acids)and emerging DBPs(e.g.,haloacetonitriles,haloacetaldehydes)in indoor swimming pool water and the corresponding source water at a city in Eastern China were determined.The concentrations of DBPs in swimming pool water were 1-2 orders of magnitude higher than that in source water.Lifetime cancer and non-cancer risks of DBPs stemming from swimming pool water were also estimated.Inhalation and dermal exposure were the most significant exposure routes related to swimming pool DBP cancer and non-cancer risks.For the first time,buccal and aural exposure were considered,and were proven to be important routes of DBP exposure(accounting for 17.9%-38.9%of total risk).The cancer risks of DBPs for all swimmers were higher than 10^(-6)of lifetime exposure risk recommended by United States Environmental Protection Agency,and the competitive adult swimmers experienced the highest cancer risk(7.82×10^(-5)).These findings provide important information and perspectives for future efforts to lower the health risks associated with exposure to DBPs in swimming pool water. 展开更多
关键词 Health risk assessment Swimming pool water Disinfection byproducts Multiple exposure pathway
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INCONSECUTIVE “SANDWICH STRUCTURE” PATTERN FOR HIGH TEMPERATURE WARM WATER IN THE WESTERN PACIFIC WARM POOL 被引量:1
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作者 黄菲 张磊 +1 位作者 樊婷婷 王斌 《Journal of Tropical Meteorology》 SCIE 2012年第1期45-53,共9页
An inconsecutive high frequency distribution with a"sandwich structure"pattern for high temperature warm water warmer than 29℃ in the western Pacific warm pool(WPWP) was found using Tropical Rainfall Measur... An inconsecutive high frequency distribution with a"sandwich structure"pattern for high temperature warm water warmer than 29℃ in the western Pacific warm pool(WPWP) was found using Tropical Rainfall Measuring Mission(TRMM) sea surface temperature(SST) data,a relatively high resolution data for space.This phenomenon only shows up in boreal summer(June to September),and becomes obvious when WPWP SST is higher than 29℃.As observed,East Asian summer monsoon(EASM) impinges on Philippine Islands in July,which has an important impact on the formation and maintenance of the "sandwich structure".Winds affect the distribution of SST in two ways:one by increasing the local latent heat flux and the other by transporting cold water towards the southeast of Philippine Islands. 展开更多
关键词 warm pool high temperature warm water inconsecutive frequency distribution EASM
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Bacteriological Quality of Swimming Pools Water in Port Harcourt Metropolis
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作者 Smart Enoch Amala Constancy Prisca Aleru 《Natural Science》 2016年第3期79-84,共6页
The bacteriological quality of swimming pool water in Port Harcourt Metropolis was investigated. Ten (10) swimming pools were examined for microbial quality. Out of the 10 swimming pools, 4 (2, 4, 7 and 9) had bacteri... The bacteriological quality of swimming pool water in Port Harcourt Metropolis was investigated. Ten (10) swimming pools were examined for microbial quality. Out of the 10 swimming pools, 4 (2, 4, 7 and 9) had bacterial isolates of 40 (100%). Swimming pools 2, 4, 7 and 9 had the bacterial isolates of 10 (25%), 8 (20%), 10 (25%) and 12 (30%), respectively. Of the forty (40) bacterial isolates identified, which represented 100 percent, 22 (55%) were identified as Staphylococcus epidermidis, 10 (25%) Bacillus cereus, 6 (16%) Micrococcus and 2 (5%) Staphylococcus aureus. Among the four swimming pools, 2 and 9 did not have the isolates of Staphylococcus aureus and Micrococcus, respectively. Based on the World Health Organisation (WHO) standard for recreational waters, the absence of coliform and fecal coliform bacteria (E. coli) revealed that the ten (10) swimming pools used for this study are considered to be within the acceptable limits for certifying microbiological water quality. However, there is a need for care and continuous maintenance of the swimming pools. 展开更多
关键词 Bacteriological QUALITY Swimming pools water
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Occurrence and formation of disinfection by-products in the swimming pool environment: A critical review 被引量:18
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作者 Rhys A.A.Carter Cynthia A.Joll 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2017年第8期19-50,共32页
Disinfection of water for human use is essential to protect against microbial disease;however, disinfection also leads to formation of disinfection by-products(DBPs), some of which are of health concern. From a chem... Disinfection of water for human use is essential to protect against microbial disease;however, disinfection also leads to formation of disinfection by-products(DBPs), some of which are of health concern. From a chemical perspective, swimming pools are a complex matrix, with continual addition of a wide range of natural and anthropogenic chemicals via filling waters, disinfectant addition, pharmaceuticals and personal care products and human body excretions. Natural organic matter, trace amounts of DBPs and chlorine or chloramines may be introduced by the filling water, which is commonly disinfected distributed drinking water. Chlorine and/or bromine is continually introduced via the addition of chemical disinfectants to the pool. Human body excretions(sweat, urine and saliva) and pharmaceuticals and personal care products(sunscreens, cosmetics, hair products and lotions) are introduced by swimmers. High addition of disinfectant leads to a high formation of DBPs from reaction of some of the chemicals with the disinfectant.Swimming pool air is also of concern as volatile DBPs partition into the air above the pool.The presence of bromine leads to the formation of a wide range of bromo-and bromo/chloro-DBPs, and Br-DBPs are more toxic than their chlorinated analogues. This is particularly important for seawater-filled pools or pools using a bromine-based disinfectant.This review summarises chemical contaminants and DBPs in swimming pool waters, as well as in the air above pools. Factors that have been found to affect DBP formation in pools are discussed. The impact of the swimming pool environment on human health is reviewed. 展开更多
关键词 Disinfection by-products Disinfection Swimming pool Spa water quality Health effects
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Adaptation Technology: Benefits of Hydrological Services—Watershed Management in Semi-Arid Region of India
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作者 Anupam Khajuria Sayaka Yoshikawa Shinjiro Kanae 《Journal of Water Resource and Protection》 2014年第6期565-570,共6页
Watershed management consists of multifunctional activities to manage and address the increasing water resource problems. Ever increasing water demand and rapidly depleting water resources, it has become necessary to ... Watershed management consists of multifunctional activities to manage and address the increasing water resource problems. Ever increasing water demand and rapidly depleting water resources, it has become necessary to develop the adaptation options to recharge groundwater resources. A watershed is a special kind of Common Pool Resources (CPRs);an area is defined by hydrological linkages where optimal management requires coordinating the use of natural resources by public participation. Watershed developments have shown significant positive impacts on water table, perennially of water in wells and water availability especially in semi-arid regions. This paper describes direct and indirect impacts of the watershed activities and benefits of hydrological services dealing with watershed management with future prediction of net irrigation water supply. In the present work, we have also discussed the multiple impacts of watershed of CPRs for improving groundwater and surface water resources. 展开更多
关键词 watershed Development ADAPTATION OPTIONS HYDROLOGICAL SERVICES Ground water Common pool Resources INDIA
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Innovation for Making Potable Water Available in Saline Groundwater Areas
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作者 Lalit Mohan Sharma 《Journal of Water Resource and Protection》 2014年第14期1284-1289,共6页
Groundwater salinity is a widespread problem around the world with adverse consequences on health, soil quality and overall eco-systems. With the rapidly growing demands of groundwater, its exploitation is also accele... Groundwater salinity is a widespread problem around the world with adverse consequences on health, soil quality and overall eco-systems. With the rapidly growing demands of groundwater, its exploitation is also accelerating. It is also changing the flow of the groundwater, which in turn causes ingress of sea water or intrusion of other saline groundwater or polluted water from the surrounding areas. The major consequences are scarcity of water even for domestic use and rise in the level and spread of groundwater salinity. An innovative technique of creating a pool of fresh groundwater within a saline aquifer is developed, which can address the issue. Technique is about recharging the saline aquifer with harvested rain water in such a way that recharged rain water does not get mixed with the existing saline groundwater rather it forms pool of fresh water in the saline aquifer. Water from this pool can be extracted without getting it mixed with saline groundwater. This innovation also eliminates the need of cost intensive provision of water storage structures to store rain water for fulfilling the domestic water needs. Thus, the saline aquifer unsuitable or otherwise useless for groundwater development can be used. 展开更多
关键词 RAIN water HARVESTING Hydro-Static Pressure SALINE Groundwater pool of FRESH water
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隔板竖缝式鱼道池室水流条件模型试验研究 被引量:2
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作者 郭超 赵凯 +1 位作者 刘菁 胡彧元 《中国农村水利水电》 北大核心 2025年第2期25-30,共6页
鱼道能够帮助洄游鱼类上下行通过大坝等障碍物,顺利到达繁殖地、索饵场等,完成鱼类生殖洄游过程。隔板竖缝式鱼道是国内常见的鱼道形式,依托了某航运枢纽工程隔板竖缝式鱼道进行了该类型鱼道池室水流条件模型试验研究。该鱼道最大设计... 鱼道能够帮助洄游鱼类上下行通过大坝等障碍物,顺利到达繁殖地、索饵场等,完成鱼类生殖洄游过程。隔板竖缝式鱼道是国内常见的鱼道形式,依托了某航运枢纽工程隔板竖缝式鱼道进行了该类型鱼道池室水流条件模型试验研究。该鱼道最大设计运行水头6.8 m,主要过鱼对象为四大家鱼。鱼道设计流速为0.8~1.0 m/s。鱼道普通池长3.6m,净宽3.0 m,隔板竖缝宽度0.45 m,采用“L”型隔板型式。直段休息池长度增加为9.0 m,鱼道宽度及隔板型式不变。普通池室纵坡为1∶80,休息池纵坡为0。鱼道池室设计水深为2.0 m。通过建立1∶5的大比尺鱼道局部水工物理模型,采用旋桨流速仪对不同布置方案下的鱼道竖缝流速进行了测量,采用ADV(多普勒流速仪)和PIV(粒子图像测速仪)等多种流速测量技术手段,对不同布置方案下的鱼道池室内水流流速及流态进行了分析。物理模型中悬桨流速仪实测鱼道隔板竖缝最大流速为0.95 m/s,小于本鱼道最大设计流速,实测鱼道最大流量为0.69 m^(3)/s。ADV和PIV实测池室内最大流速值位于隔板竖缝主流中心,约为0.94 m/s。池室竖缝出流流向明确,竖缝出口附近最大流速约为0.6 m/s,水流主流在池室内成相对较缓的“S”形流线。上溯鱼类通过竖缝进入池室后,有明确的水流引导鱼类沿主流进入池室左侧进行休息调整。在已建立的1∶5的鱼道局部物理模型上进行放鱼试验,观察到鱼类在池室内顶着主流方向以冲刺的方式向上游动通过竖缝。当鱼类上溯疲劳时,停留在休息池隔板下游侧的低流速回流区进行休息,整体而言上溯过程顺利,说明在现布置条件下,鱼道池室和竖缝尺寸、普通池室和休息池底坡的设计合理。 展开更多
关键词 鱼道 隔板竖缝式 池室 物理模型试验 水流流态
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THE CLIMATE FEATURES OF THE SOUTH CHINA SEA WARM POOL 被引量:2
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作者 何有海 关翠华 《Journal of Tropical Meteorology》 SCIE 2000年第1期86-93,共5页
There exists a warm pool in the South China Sea (SCS). The temporal and spatial distribution and evolution of SCS warm pool is investigated using water temperatures at a depth of 20 m in the sea. The formation of the ... There exists a warm pool in the South China Sea (SCS). The temporal and spatial distribution and evolution of SCS warm pool is investigated using water temperatures at a depth of 20 m in the sea. The formation of the warm pool is discussed by combining water temperatures with geostrophic currents and simu-lated oceanic circulation. It is found that there are significant seasonal and interannual changes in the warm pool and in association with the general circulation of the atmosphere. The development of SCS warm pool is also closely related to the gyre activities in the sea and imported warm water from Indian Ocean (Java Sea) besides radiative warming. 展开更多
关键词 South China Sea WARM pool SEASONAL and INTERANNUAL variability GYRE activity WARM water trans-port
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波流共同作用下渔港围油栏升迁与转动运动试验研究
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作者 雷鹏 《河北渔业》 2025年第4期5-7,共3页
为给渔港工程中围油栏设计与选型提供技术支持,采用水池物理模型试验的方法开展渔港围油栏运动特性研究,分析水流、波高、波周期对围油栏升迁与转动运动的影响。试验结果表明,波浪是影响围油栏升迁和转动运动的主要外部环境因素。在波... 为给渔港工程中围油栏设计与选型提供技术支持,采用水池物理模型试验的方法开展渔港围油栏运动特性研究,分析水流、波高、波周期对围油栏升迁与转动运动的影响。试验结果表明,波浪是影响围油栏升迁和转动运动的主要外部环境因素。在波流共同作用下,波高对围油栏升迁和转动运动有促进作用,波周期有抑制作用,围油栏升迁和转动运动响应幅值基本同波高和波周期成线性关系。 展开更多
关键词 水池物理模型试验 渔港围油栏 升迁与转动
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典型柴油机舱火灾危险源分析及消防能力研究
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作者 林芃 张心雨 +2 位作者 王小军 霍岩 祝佳琰 《舰船科学技术》 北大核心 2025年第9期78-83,共6页
针对某新型柴油机高功率以及高压共轨电喷的特点,基于机舱典型火灾事故可燃物荷载以及场景,对机舱火灾开展风险梳理,定义典型火灾事件和火灾场景。基于机舱三维模型,采用数值仿真软件建立火灾消防动态仿真模型,模拟分析细水雾、水灭火... 针对某新型柴油机高功率以及高压共轨电喷的特点,基于机舱典型火灾事故可燃物荷载以及场景,对机舱火灾开展风险梳理,定义典型火灾事件和火灾场景。基于机舱三维模型,采用数值仿真软件建立火灾消防动态仿真模型,模拟分析细水雾、水灭火、窒息式3种消防手段的效果。结果表明,细水雾具有更短的灭火时间和更好的降温效果;并搭建机舱典型区域类实体场景,验证了细水雾灭火系统的良好灭火性能。 展开更多
关键词 机舱火灾 细水雾 喷射火 油池火
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Water Allocation Strategies: Experimental Evidence from Uzbekistan
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作者 Andrey Zaikin Ana Espínola-Arredondo Alejandro Prera 《Journal of Water Resource and Protection》 2018年第1期20-40,共21页
Irrigation water is a scarce common-pool resource in Uzbekistan, which leads to an increasing competition over its allocation among farmers. We examine how the management of this resource affects individual strategic ... Irrigation water is a scarce common-pool resource in Uzbekistan, which leads to an increasing competition over its allocation among farmers. We examine how the management of this resource affects individual strategic behavior and how its availability (vis-a-vis scarcity vs. non-scarcity) impacts cooperation. We conduct a field experiment in Uzbekistan where two policies are analyzed: penalty and bonus. Our findings suggest that both penalty and bonus mechanisms are effective in reducing individual water appropriation compared to the case in which these policies are absent. However, in terms of reducing overall water appropriation, the bonus mechanism is the most effective in preserving the resource stock. Therefore, policymakers should have a degree of flexibility regarding the selection of a mechanism to reduce water consumption. We also find that subjects exhibit different appropriation behaviors depending on their location within the irrigation system, with upstream users being more sensitive to water reduction than downstream users. 展开更多
关键词 Common-pool RESOURCES Field EXPERIMENT NON-COOPERATIVE GAMES Uzbekistan water
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马道枢纽平面布置
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作者 董霞 吕小龙 王华 《水运工程》 2025年第8期8-17,共10页
平陆运河为跨水系连通工程,枯水期流域航运用水保证率不足,船闸需采用节水技术。综合考虑输水效率、省水率、船闸通过能力等因素,对省水方式选择、省水池布置形式进行综合技术经济比选,推荐采用一、三级省水池重叠布置,二级省水池分散... 平陆运河为跨水系连通工程,枯水期流域航运用水保证率不足,船闸需采用节水技术。综合考虑输水效率、省水率、船闸通过能力等因素,对省水方式选择、省水池布置形式进行综合技术经济比选,推荐采用一、三级省水池重叠布置,二级省水池分散布置的省水池方案,省水率达60%。马道枢纽功能以航运为主,兼顾郁江应急防洪,坝址为低山丘陵地貌,一次建成双线34 m×300 m船闸,船闸采用多级省水池方案,平面布置影响因素众多,结合泄水闸规模、输水系统布置和省水池布置形式,优化船闸、泄水闸之间轴线间距,节约土地资源和节省工程投资。经模型试验验证,在采取双线船闸错时4.5 min运行以及优化上、下游引航道辅导航墙布置等措施的条件下,引航道内通航水流条件满足规范要求。 展开更多
关键词 平陆运河 平面布置 省水船闸 应急分洪 双线船闸 省水池
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高位水池动态耦合影响下的泵站前池涌浪分析
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作者 李雨晴 张健 +2 位作者 俞晓东 陈胜 仇为鑫 《水力发电学报》 北大核心 2025年第6期22-31,共10页
水力过渡过程中泵站前池最高涌浪决定了前池的设计顶高程,最低涌浪决定了前池的设计底高程。若设计不当,将出现前池溢流或拉空现象。确定前池涌浪极值,对保障输水工程的安全运行具有重要意义。本文针对描述长距离供水系统泵站前池涌浪... 水力过渡过程中泵站前池最高涌浪决定了前池的设计顶高程,最低涌浪决定了前池的设计底高程。若设计不当,将出现前池溢流或拉空现象。确定前池涌浪极值,对保障输水工程的安全运行具有重要意义。本文针对描述长距离供水系统泵站前池涌浪变化的非线性动力方程,基于KBM法推导了前池涌浪极值的显式计算公式。同时,利用数值计算验证了显式计算公式的精度,并对精度进行了敏感性分析。研究结果表明,最高涌浪显式计算式与MOC数值仿真结果的相对误差在1%以内,最低涌浪显式计算式与MOC数值仿真结果的相对误差在2.5%以内,且形式简单,便于工程设计采用。 展开更多
关键词 高位水池 泵站前池 KBM渐进法 涌浪极值 供水系统
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污水处理设施中超长钢筋混凝土水池之膨胀加强带应用研究
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作者 刘良胤 廖新权 徐涛 《工业用水与废水》 2025年第4期69-71,共3页
在现代工程建设中,超长钢筋混凝土水池的应用日益广泛,如污水处理厂的事故水池、工业用途的冷却水池、消防水池等。然而,超长钢筋混凝土水池在施工和使用过程中,由于混凝土收缩和温度变化等因素,易产生裂缝,影响水池的正常使用和耐久性... 在现代工程建设中,超长钢筋混凝土水池的应用日益广泛,如污水处理厂的事故水池、工业用途的冷却水池、消防水池等。然而,超长钢筋混凝土水池在施工和使用过程中,由于混凝土收缩和温度变化等因素,易产生裂缝,影响水池的正常使用和耐久性。通过对膨胀加强带进行分析,并结合实际工程案例,结果表明,膨胀加强带作为一种新技术,能有效补偿混凝土收缩,显著减少裂缝的产生,延长水池的使用寿命。推广膨胀加强带在超长钢筋混凝土水池中的应用具有显著的技术经济效益和工程实用性。 展开更多
关键词 伸缩缝 膨胀加强带 超长钢筋混凝土水池 裂缝控制 经济效益
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海水淡化厂地面式矩形水池结构设计要点分析 被引量:1
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作者 邵越 《山西建筑》 2025年第6期51-55,共5页
以烟台万华化学海水淡化厂项目产品水池结构设计为背景,根据水池工艺布置特点,对比分析了不同结构布置方案对于池体结构受力及经济性的影响,总结了此类矩形水池合理的结构方案布置原则。同时根据厂区复杂地质条件,提出用桩基础形式减小... 以烟台万华化学海水淡化厂项目产品水池结构设计为背景,根据水池工艺布置特点,对比分析了不同结构布置方案对于池体结构受力及经济性的影响,总结了此类矩形水池合理的结构方案布置原则。同时根据厂区复杂地质条件,提出用桩基础形式减小池体不均匀沉降的方案,对于类似池体工程结构设计有一定的借鉴意义。 展开更多
关键词 海水淡化 产品水池 抗渗等级 有限元 高大水池 结构设计
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2018—2023年乌鲁木齐市部分游泳池水质监测结果分析
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作者 马月星 何文霞 +4 位作者 牟文婷 王正军 吴越 官蕾 胡海 《疾病预防控制通报》 2025年第3期79-82,共4页
目的了解乌鲁木齐市部分游泳池水质状况,为监督、管理和改善游泳池水质提供科学依据。方法以2018-2023年乌鲁木齐市对外开放的部分游泳池水为监测对象,采集水样检测大肠菌群、细菌总数、pH值、尿素、池水温度、游离性余氯、浑浊度7项指... 目的了解乌鲁木齐市部分游泳池水质状况,为监督、管理和改善游泳池水质提供科学依据。方法以2018-2023年乌鲁木齐市对外开放的部分游泳池水为监测对象,采集水样检测大肠菌群、细菌总数、pH值、尿素、池水温度、游离性余氯、浑浊度7项指标,开展监测和评价。结果共检测泳池水样207份,合格数87份,总合格率42.03%。各年度间合格率差异有统计学意义(χ^(2)=33.121,P<0.01)。pH值、尿素、游离性余氯和池水温度合格率较低。结论2018-2023年乌鲁木齐市部分游泳池水质合格率总体偏低;应加大监督监测力度,认真制定水质优化策略。 展开更多
关键词 游泳池水 水质 合格率 水质优化
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滚装船车辆舱油池火灾特性及细水雾抑制分析
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作者 张衍正 丛立新 周军伟 《船舶工程》 北大核心 2025年第11期86-98,共13页
[目的]为了研究细水雾在滚装船车辆舱复杂空间下的灭火特性与有效性以及解决细水雾系统在滚装船车辆舱这一特殊场景中防护能力不足的问题。[方法]采用计算流体动力学方法,对滚装船车辆舱内油池火灾的发展规律及细水雾与油池火的相互作... [目的]为了研究细水雾在滚装船车辆舱复杂空间下的灭火特性与有效性以及解决细水雾系统在滚装船车辆舱这一特殊场景中防护能力不足的问题。[方法]采用计算流体动力学方法,对滚装船车辆舱内油池火灾的发展规律及细水雾与油池火的相互作用过程进行模拟分析,研究了雾滴粒径、喷雾流量和喷射速度对油池火灭火效果的影响,旨在确定实现最佳灭火效果的细水雾参数。[结果]结果表明,火灾场的烟气、温度和有害气体水平方向分布均匀,纵向呈梯度分布。减小细水雾雾滴粒径、增大喷雾流量和喷射速度均能提升细水雾的灭火效果,但雾滴粒径过小易产生水雾飘移现象。[结论]当细水雾粒径为200μm~400μm、喷射速度为7.5 m/s、喷雾流量为9.5 L/min时,灭火效果最佳,可在60 s内抑制并熄灭油池火。 展开更多
关键词 滚装船 油池火 细水雾 抑制
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上新世以来赤道西太平洋上层水体热结构的轨道尺度演变特征
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作者 任钰 彭娜娜 +3 位作者 王星星 Rosenthal YAIR 党皓文 翦知湣 《第四纪研究》 北大核心 2025年第2期365-374,共10页
自上新世暖期以来,全球气候逐渐变冷,北半球冰盖逐渐增长,地球轨道周期所产生的气候效应分阶段增强和转变,其中一个关键机制是低纬海洋热量和水汽向高纬的传输,然而目前相关研究仍然不足。基于赤道西太平洋IODP U1489站千年分辨率(岩芯... 自上新世暖期以来,全球气候逐渐变冷,北半球冰盖逐渐增长,地球轨道周期所产生的气候效应分阶段增强和转变,其中一个关键机制是低纬海洋热量和水汽向高纬的传输,然而目前相关研究仍然不足。基于赤道西太平洋IODP U1489站千年分辨率(岩芯长度约80 m,年龄范围为约4 Ma以来)的混合层和温跃层浮游有孔虫壳体δ^(18)O记录,本研究分析了4 Ma以来赤道西太平洋上层水体热结构在轨道尺度上的周期演变特征,结果显示:浮游有孔虫壳体δ^(18)O在约4.0~3.1 Ma期间的轨道周期振幅极弱,约3.1~1.5 Ma期间呈现显著的斜率周期,约1.5 Ma以来轨道周期振幅增强;混合层属种Globigerinoides ruber壳体δ^(18)O在约0.9 Ma以来显示100 ka周期主导;温跃层属种Pulleniatina obliquiloculata壳体δ^(18)O显示出更强的岁差周期特征,在约3.1~1.5 Ma期间逐渐增强,约1.5 Ma以来岁差信号保持稳定。这些结果揭示,上新世暖期以来西太平洋暖池区上层水体热结构受岁差调控的低纬日照季节性变化与斜率调控的经向太阳辐射量梯度共同影响,约3.1 Ma和约1.5 Ma的轨道周期特征转变分别发生于北半球冰盖增长和中更新世气候转型的早期阶段,暗示暖池区上层水体热结构变化与高纬和全球气候重大转型之间的潜在联系。 展开更多
关键词 西太平洋暖池 上层水体 热结构 轨道周期 上新世以来
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