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京张高铁正盘台隧道立体式多径路排水方案研究 被引量:2
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作者 王磊 于晨昀 吕刚 《铁道勘察》 2020年第1期37-41,共5页
长大富水隧道施工过程中涌水风险高,工期紧张,对排水能力要求高,辅助坑道设置方案及排水方案对隧道施工及运营有着重要影响。根据正盘台隧道的工程特点及涌水涌渣情况,结合排水需求,合理地选择辅助坑道设置方案,采用辅助坑道为正洞,增... 长大富水隧道施工过程中涌水风险高,工期紧张,对排水能力要求高,辅助坑道设置方案及排水方案对隧道施工及运营有着重要影响。根据正盘台隧道的工程特点及涌水涌渣情况,结合排水需求,合理地选择辅助坑道设置方案,采用辅助坑道为正洞,增开工作面,实现"长隧短打",同时充分利用辅助坑道进行可控式排水、洞内储水仓、中心排水管分流等创新设计。多辅助坑道与正洞排水系统一起形成了立体式多径路的排水系统,有效降低了涌水淹井风险,保障了隧道工期,减轻了正洞防排水压力,可为类似工程的排水设计提供参考。 展开更多
关键词 隧道 富水隧道 涌水 辅助坑道 可控式排水 储水仓 中心排水管分流 多径路排水
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关于城市地下快速路排水系统设计若干问题的探讨
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作者 顾雪锋 《城市道桥与防洪》 2012年第1期68-70,9,共3页
城市地下快速路是一种新型的道路形式。对地下快速路排水系统的主要设计原则、设计标准的选取进行了论述。结合实际工程经验,对雨废水收集系统、雨废水泵房的设计和防汛设计等进行了详细介绍,可为类似工程设计提供参考。
关键词 地下快速路排水 雨水泵房 废水泵房 全地下泵房 防汛设计
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哥斯达黎加32号公路排水设计实例
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作者 王昌南 范彬 《中国水运(下半月)》 2020年第3期199-200,237,共3页
通过对哥斯达黎加32号公路修复与扩建项目的区域气候、降雨水文及地形特征进行分析研究,归纳总结哥斯达黎加热带及亚热带气候国家降雨量大,公路排水设计要点和重难点,为此类国家公路排水设计项目提供一定的参考。
关键词 哥斯达黎加 排水 排水 排水
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粉质土路堤边坡防护和路肩排水问题的探讨
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作者 冯金英 王秉勇 钟亮 《铁道建筑》 北大核心 2008年第10期90-92,共3页
结合中原地区粉质土填筑路基施工期间边坡受到破坏的工程实际,分析了设计中采用植物防护粉质土边坡出现病害的原因,提出了采用圬工、结合植物防护以及合理设置路肩排水措施等综合治理方法。
关键词 边坡访护 排水 粉质填土
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立井更换排水管路技术实践
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作者 李克奇 《能源技术与管理》 2015年第3期121-123,共3页
大刘煤矿主井敷设的一趟排水管路为建井初期安装,现需更换。通过对管路拆除及安装方法的制定、稳车吊装管路的安全性能校验等工作后,经过周密部署,矿确定了最佳的管路拆除及安装方案,实现了在4 d内对排水管路的更换。
关键词 主井排水更换 拆除及安装 安全性能校验
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给排水管路特性曲线绘制程序简介 被引量:1
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作者 胡文才 《陕西煤炭》 2012年第6期128-129,共2页
根据给排水设计中,管路特性曲线绘制时R值计算的复杂性特点,利用Autocad软件VBA功能开发了一种新程序,使设计效率明显提高。
关键词 排水特性曲线 R值 AUTOCAD VBA
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水泥混凝土路面路房排水系统的研究 被引量:1
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作者 王莉 谢殿臣 +1 位作者 申冬秀 林晓莉 《黑龙江交通科技》 1999年第1期20-22,共3页
针对我省水泥混凝土路面路肩结构排水进行了设计,并修筑了试验路,排水效果良好。
关键词 水泥混凝土 排水
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路肩浅碟式水泥混凝土排水沟滑模施工技术 被引量:1
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作者 汤帆 傅爱蓉 《交通世界》 2016年第28期54-55,共2页
结合某高速公路施工项目,针对该公路项目对排水沟要求高等特点,最终对现浇浅碟式排水沟采取滑模施工模式。通过采取可靠的施工技术措施后,路肩排水沟施工质量达到预期效果,表明该施工方案的可行性,可为同类工程提供参考借鉴。
关键词 肩浅碟式水泥混凝土排水 工程 架设导线
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公路工程建设中挖方路基的施工技术
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作者 李亚光 《中文科技期刊数据库(全文版)工程技术》 2021年第10期133-135,共3页
在施工过程中,地下开挖在控制施工进度方面起着关键作用。鉴于高速公路作为背景的重要性,包括子物种和开挖工程,包括现场清理、设置测量、路堑排水设置等,从而保证地下道路工程的施工质量,为今后公路工程的建设和发展提供参考。
关键词 工程 挖方 路排水
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公路土路肩超高的改进
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作者 郭泗勇 《安徽建筑》 2003年第5期123-123,共1页
本文主要对平曲线上土路肩提高问题进行探讨,揭示了现行设计方法存在的路肩排水不良问题,提出了更加合理的设计思想和方法,并推导了相应的超高值计算公式。
关键词 超高排水 排水
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公路工程建设中挖方路基的施工技术
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作者 范长亮 李海雷 《四川建材》 2019年第7期144-145,共2页
在道路工程施工的过程中,路基挖方工程对施工的进度起到关键的控制作用。本文以公路路基为背景,围绕其中的路基挖方工程展开探讨,包括场地清理、定线测量、设置路堑排水等内容,以保证公路路基挖方工程的施工质量,为日后公路工程的建设... 在道路工程施工的过程中,路基挖方工程对施工的进度起到关键的控制作用。本文以公路路基为背景,围绕其中的路基挖方工程展开探讨,包括场地清理、定线测量、设置路堑排水等内容,以保证公路路基挖方工程的施工质量,为日后公路工程的建设和发展提供参考与借鉴。 展开更多
关键词 工程 挖方 排水
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阳茂高速公路改扩建工程软基处理关键技术研究
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作者 罗肇剑 《交通科技与管理》 2021年第35期144-146,共3页
阳茂高速改扩建工程的软基路段,软土赋存状况主要为淤泥、淤泥质粉质粘土、淤泥质细砂等,软土埋深最大为 11.5 m,对于埋深超过 4 m 的深层软基,旧路软基处理采用袋装砂井排水固结法,扩建时此部分段落比较难控制的是扩建填土引起老路的... 阳茂高速改扩建工程的软基路段,软土赋存状况主要为淤泥、淤泥质粉质粘土、淤泥质细砂等,软土埋深最大为 11.5 m,对于埋深超过 4 m 的深层软基,旧路软基处理采用袋装砂井排水固结法,扩建时此部分段落比较难控制的是扩建填土引起老路的附加荷载,从而导致老路发生新的沉降。因此,合理确定旧路软基处理采用袋装砂井排水固结法的拼宽路段拼宽软基处理进入旧路边坡的范围,避免老路发生新沉降导致老路路面开裂,成为本项目改扩建工程成败的关键点之一。通过研究,深层软基路段拼宽软基处理采用管桩,新旧路基结合部分采用剩余未被管桩覆盖部分的水平填土宽度控制在 4 m 进行处理,避免了旧路的新沉降过大导致的旧路面开裂,有效的保持了旧路的稳定性,提高了拼宽软土地基处治的工程质量。 展开更多
关键词 改扩建工程 软基排水固结处理 拼宽软基处理 新沉降控制
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Bond condition between surface layer and immediate layer in porous asphalt pavement 被引量:3
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作者 杨军 戴鹏 +3 位作者 于良溟 葛苏闽 刘清泉 钱国超 《Journal of Southeast University(English Edition)》 EI CAS 2007年第4期588-593,共6页
Through the shear tests on composite specimens using four different kinds of tack coat material (epoxy resin, SBS modified emulsified asphalt, SBS modified asphalt and H# bridge waterproof material), the bond condit... Through the shear tests on composite specimens using four different kinds of tack coat material (epoxy resin, SBS modified emulsified asphalt, SBS modified asphalt and H# bridge waterproof material), the bond condition between layers of porous asphalt pavement under traffic load, temperature variation and moisture situation is evaluated. The test results show that the bond strength decreases with the rise in temperature, and the relationship between shear strength and temperature can be expressed by a logarithm curve at a high reliability. Under the action of traffic load, the value of shear strength of the mixture right under the centre of the wheel track is smaller than that of other parts of the pavement. It is also found that some effects concerning moisture have comparative effects on the bonding of the two layers. Given all the results achieved during the study, it will be quite rewarding to make rational comparisons during selecting the sound type of tack coat. 展开更多
关键词 porous asphalt pavement waterproof and cohesive layer: shear strength
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Boussinesq equation-based model for flow in drainage layer of highway 被引量:2
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作者 但汉成 罗苏平 +1 位作者 李亮 赵炼恒 《Journal of Central South University》 SCIE EI CAS 2012年第8期2365-2372,共8页
In order to study the water flow in the drainage layer of highway under steady-state condition, one-dimensional (1D) Boussinesq equation-based model with Dupuit-Forchheimer assumption was established and the semi-an... In order to study the water flow in the drainage layer of highway under steady-state condition, one-dimensional (1D) Boussinesq equation-based model with Dupuit-Forchheimer assumption was established and the semi-analytical solutions to predict the water-table height were presented. In order to validate the model, a two-dimensional (2D) saturated flow model based on the Laplace equation was applied for the purpose of the model comparison. The water-table elevations predicted by ID Boussinesq equation-based model and 2D Laplace equation-based model match each other well, which indicates that the horizontal flow in drainage layer is dominated. Also, it validates the 1D Boussinesq equation-based model which can be applied to predict the water-table elevation in drainage layer. Further, the analysis was conducted to examine the effect of infiltration rate, hydraulic conductivity and slope of drainage layer on the water-table elevation. The results show that water-table falls down as the ratio of Is to K decreases and the slope increases. If the aquifer becomes confined by the top of drainage layer due to the larger ratio of Is to K or smaller slope, the solution presented in this work can also be applied to approximate the water-table elevation in unconfined sub-section as well as hydraulic head in the confined sub-section. 展开更多
关键词 drainage layer HIGHWAY GROUNDWATER Boussinesq equation seepage face
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平朔东露天矿防治水系统优化 被引量:6
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作者 刘永刚 蔡光琪 韩进 《露天采矿技术》 CAS 2016年第3期14-16,共3页
平朔东露天矿田位于宁武煤田平朔矿区北端,矿坑水的主要来源是大气降水汇集,介绍了东露天排水系统及排水系统管路的优化,为东露天矿雨季安全生产奠定了安全基础。
关键词 露天矿 排水系统 排水优化
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Characterization of suspended solids and particle-bound heavy metals in a first flush of highway runoff 被引量:2
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作者 Fa-hui NIE Tian LI +2 位作者 Hai-feng YAO Man FENG Guang-kai ZHANG 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2008年第11期1567-1575,共9页
To investigate the dynamic characteristics of total suspended solids (TSS) and their particle-bound heavy metals in a first flush, the runoff sampling together with its flow rate measuring was conducted for three rain... To investigate the dynamic characteristics of total suspended solids (TSS) and their particle-bound heavy metals in a first flush, the runoff sampling together with its flow rate measuring was conducted for three rainfall events at outfalls of highway in Shanghai from June to September 2007. Field samples were analyzed to determine the concentrations of TSS and particle-bound heavy metals, such as Zn, Pb, and Cu. Results show that the wash off behavior of TSS under varying runoff rate condition can be explained by different antecedent dry weather period (ADWP). Contribution of fine fraction (<45 μm) to TSS was generally higher than that of coarse fraction (>45 μm). When the runoff flow increased obviously, a significant contribution of the coarse fraction was observed for a certain rainfall events with long antecedent dry weather condition. The changes of total metals concentration and particle-bound metal concentrations were strongly dependent on the TSS variation. TSS was generally well correlated with most particulate-bound heavy metals. Of the heavy metals, the concentration of Zn was found considerably high and that of Pb was significantly low at North Zhongshan 2 Road, in Shanghai, China, but they are still within the range reported in the literature. Fluctuation of heavy metal contents in the coarse fraction during a first flush period was more significant compared with that in the fine fraction. The results will assist in the development of effective control strategies to minimize heavy metals and solids in highway runoff. 展开更多
关键词 Heavy metals Highway runoff First flush Suspended solids (SS)
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Pathological Manifestations on Concrete Bridges at Recife's Metropolitan Area
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作者 Eudes de Arimatéa Rocha Felipe José Salomao de Albuquerque Melo +2 位作者 Severino Virgilio Silva Eliana Cristina Barreto Monteiro Rafaella Gatis Galvao 《Journal of Civil Engineering and Architecture》 2015年第9期1060-1068,共9页
Bridges are structures being used to cross rivers, lakes or any other obstacles which involve water. These instruments are commonly used in cities like Recife, which consists of several islands. However, it is common ... Bridges are structures being used to cross rivers, lakes or any other obstacles which involve water. These instruments are commonly used in cities like Recife, which consists of several islands. However, it is common in this city to observe the fast deterioration of these structures that have been built for decades and are subjected to structural recoveries only when they present a possible imminent collapse. The maintenance of these constructions, often used as tourist spots, is essential because of the economic importance, while these structures are responsible for transporting people and cargo, and also play a key role in the city's roads. This paper aims to present and assess the conservation status of these bridges through the study of possible pathologies found at Princesa Isabel Bridge, Government Agamenon Bridge, Ponte Giratória Bridge and Paulo Guerra Bridge. The methodology for its inspection will be prescribed by ABNT NBR-9452/86, which provides for "Surveys of Concrete Bridges/Viaducts". After analysis, it was found that most bridges problems were caused by the presence of moisture that accumulates in bridges due to the absence or malfunction of drainage systems. 展开更多
关键词 BRIDGE maintenance pathological manifestations.
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Relationships Between Fractal Road and Drainage Networks in Wuling Mountainous Area:Another Symmetric Understanding of Human-Environment Relations 被引量:2
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作者 LIU Cheng-liang DUAN De-zhong ZHANG Hong 《Journal of Mountain Science》 SCIE CSCD 2014年第4期1060-1069,共10页
Symmetrical relationships between humans and their environment have been referred to as an extension of symmetries in the human geographical system and have drawn great attention. This paper explored the symmetry betw... Symmetrical relationships between humans and their environment have been referred to as an extension of symmetries in the human geographical system and have drawn great attention. This paper explored the symmetry between physical and human systems through fractal analysis of the road and drainage networks in Wuling mountainous area. We found that both the road and drainage networks reflect weak clustering distributions. The evolution of the road network shared a significant self-organizing composition, while the drainage network showed obvious double fraetal characteristics. The geometric fractal dimension of the road network was larger than that of the drainage network. In addition, when assigned a weight relating to hierarchy or length, neither the road network nor drainage network showed a fractal property. These findings indicated that the fractal evolution of the road network shared certain similarities with fractal distribution of the drainage network. The symmetry between the two systems resulted from an interactive process of destroying symmetry at the lower order and reconstructing symmetry at the higher order. The relationships between the fractal dimensions of the rural-urban road network, the drainage network andthe urban system indicated that the development of this area was to achieve the symmetrical isomorphism of physical-human geographical systems. 展开更多
关键词 Fractal road network Fractal drainagenetwork SYMMETRY Human-environment relation SELF-ORGANIZATION
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滚筒洗衣机电路图的识读方法(下)
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作者 周德林 《家电检修技术》 2001年第9期33-34,共2页
海尔克琳、玛格丽特系列滚筒机的调速板外围电路如图9所示。调速板RV通过触点10—D1(洗涤时)或10—D2(脱水、烘干时)经1端输入交流电源,经N端输出。接通RV就同时接通了串激电机M。程控器触点开关13和16使M能正反向转动,触点开关9、12、1... 海尔克琳、玛格丽特系列滚筒机的调速板外围电路如图9所示。调速板RV通过触点10—D1(洗涤时)或10—D2(脱水、烘干时)经1端输入交流电源,经N端输出。接通RV就同时接通了串激电机M。程控器触点开关13和16使M能正反向转动,触点开关9、12、14可以控制RV输送给M的电压,使M获得6种工作转速。13—E1、16—F1接通时,M正转;13—E2、16— 展开更多
关键词 滚筒洗衣机 排水 脱水电
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水泥砼路面板块破坏的常见原因分析及其防治
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作者 肖宏祥 《江苏交通科技》 2004年第3期14-14,25,共2页
根据我国已建成通车的高等级公路的使用情况,从路基施工前期的准备、路基施工、台背处理、路面施工及路表面排水处理等方面较全面地分析了水泥砼路面破坏的原因及其防治措施。
关键词 水泥砼 破坏原因 防治措施 基施工 台背处理 表面排水处理
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