1) Mid-route of South-to-North Water Transfer Project
南水北调中线
1.
Discussion on demand side management of water supply load for Mid-route of South-to-North Water Transfer Project;
南水北调中线需求侧供水负荷管理调度初探
2.
Research on hydraulic design and flow characteristics of the tunnels: Mid-route of South-to-North Water Transfer Project;
南水北调中线工程隧洞水力设计及水流特性研究
3.
Analysis and evaluation on geological condition of emergency water supply project:Mid-route of South-to-North Water Transfer Project;
南水北调中线京石段应急供水工程地质条件分析与评价
2) Middle Route of South-to-North Water Transfer Project
南水北调中线
1.
Aimed to study on whether constant water levels immediate at the upstream of control gates can be maintained in the Middle Route of South-to-North Water Transfer Project,the different unsteady flow transitional processes are simulated when inflow at the head,openings of control gates and the flow rates divided by outlets are changed simultaneously.
南水北调中线输水渠道中,针对同时操作闸门是否仍能维持闸前水位为常值,模拟计算了同时改变渠首流量、闸门开度和分水口流量时渠道中的非恒定过渡过程。
2.
Based on the middle route of South-to-North Water Transfer Project,the sensitivity analysis to the characteristic parameters that reflect the variations in diversion discharge is done and then the effect of these parameters on hydraulic response of channel is researched by mathematical model.
现以南水北调中线总干渠为研究对象,通过构建一维的非恒定流仿真模型,对表征分水口流量变化的特征参数进行敏感性分析,研究其对渠道水力响应的影响程度以及规律,研究表明,分水流量增加(减小)幅度与渠道的水位降落(升高)速率呈线性正比关系,分水流量的变化幅度是影响渠道水位变化速率的敏感因素;最后对相邻分水口取水流量配合变化的模式进行研究,指出在可能的情况下,相邻分水口的流量分配可以按照相互补充的方式进行调节。
3) the middle route of south-to-north water transfer project
南水北调中线
1.
Design for Water Contract of "Water Bank" in the Middle Route of South-to-North Water Transfer Project;
南水北调中线“水银行”的水合约设计思路初探
4) MRP
南水北调中线
1.
The Middle Route Project(MRP)of the Southto-North Water Transfer Project is a large trans-basin and trans-province project,while water supply control of the middle route is a very complicated theoretical and practical problem which concerns with many elements like engineering technology,market operation and management mechanism.
南水北调中线是一项跨流域、跨省市的特大型调水工程,中线供水调度是一个极其复杂的理论和实践问题,涉及工程技术、市场运作和管理机制等因素。
2.
The paper presents the real-time water supply theory and integrated frame of MRP(Middle Route Project),including water structure and its definition.
介绍了南水北调中线实时调度的原理和总体框架,提出了供水结构的划分和内涵定义。
5) middle route of South-to-North Water Diversion Project
南水北调中线
1.
Base on the Middle Route of South-to-North Water Diversion Project,canal control of large scale water transfer project is analyzed.
以南水北调中线干渠为背景,研究了大型输水明渠闸前常水位运行控制模式。
6) Middle Route Project of South-to-North Water Diversion
南水北调中线
1.
Technologies of Operation on Beijing-Shijiazhuang Section of Middle Route Project of South-to-North Water Diversion in Ice Period
浅议南水北调中线京石段工程冰期输水技术
2.
PCCP Pipeline Project in Beijing of the Middle Route Project of South-to-North Water Diversion is the first large-scale use of 4m diameter PCCP project,progress control faces great challenges.
南水北调中线北京段PCCP管道工程是国内首次大规模使用4m直径PCCP的项目,进度控制面临很大的挑战。
补充资料：中国南水北调中线工程
中国南水北调中线工程
mid-line project of transferring water from south to north in China
zhongguo nanshui beidiao中国南水北调中线工程zhongxian gongeheng (mid一line Projeetof transferring water from south tonorth in China)从长江中游和其支流汉江引水。近期先从汉江引水，也称引汉;远期再从长江引水扩大调水规模。供水范围主要为黄、淮、海平原的西部，从渠首开始向北最远可供水到北京市，受益范围10余万平方公里。 引汉是由汉江上的丹江口水库引水，该库已按初期规模建成，(见丹江口水利枢纽)。1973年已建成陶岔和清泉沟两座引水枢纽，初期设计引水能力分别为500和100米”/秒，并开挖了引汉渠道，分别向河南、湖北两省的唐白河灌区供水，均已发挥灌溉效益。丹江口水库节跳规模多年平均可调水量约100亿立方米，水库按最终规模建成后，多年平均可调水量约230亿立方米。在调水的同时，需在汉江中下游兴建若干梯级枢纽和补水工程，以保证汉江的航运及工农业供水。因调水而减少丹江口水电站的保证出力和发电量，将由其他电源代替。 引汉总干渠线路，由陶岔渠首往北，沿伏牛山山前地带，经南阳、方城，进入淮河流域，经鲁山、宝丰、禹县到郑州以西的牛口峪越黄河，进入海河流域，又沿太行山的前缘地带，经焦作、辉县，大体沿京广铁路西侧经邯郸、石家庄、唐县、易县、房山、最后到北京市区玉渊潭，全线长约1260公里，其中黄河以南480公里;黄河以北780公里。全线约四分之一渠段通过低山丘陵区，其余渠段为冲积平原和冲积、洪积扇。引汉渠首水位149米，到黄河南岸水位约119米，到北京市约50米，在地形上全线均能开挖明渠自流送水。 工程的规划设想是:丹江口水库大坝按最终规模加高;新挖1260公里长的渠道，渠首引水流量1200米“/秒，过黄河800米”/秒，到北京市120米”/秒。总干渠与168条天然河道相交，交叉工程分别采取平交或立交措施。过黄河处拟采用渡槽。总干渠有30余处与铁路干支线相交，亦需修建交叉工程。部分渠段需衬砌护坡与防渗。为了调节水量，需修反调节水库，和利用已建的13座大型水库作补偿调节，还可利用沿线比较丰富的地下水资源，实行井渠结合，发挥补偿供水作用。 为了及早向黄河以北送水，初期引汉供水对象以工业和城市生活用水为主，丹江口水库按现状考虑，黄河以北可先利用一部分现有河道送水入白洋淀，再提水入北京市。 中线引水在引汉阶段，限于可引水量不能充分满足华北的需水要求，远景可由长江中游干流引江水补充。(陶端才劫
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