期刊文献+
共找到10篇文章
< 1 >
每页显示 20 50 100
近代灌溉农具“洋井”传入中国研究
1
作者 江振 《农村经济与科技》 2024年第7期65-67,共3页
“洋井”是近现代以新式方法开凿并使用井筒汲水的一类水井,因为命名标准不同,“洋井”在中国的名称较为多样。其开凿方式与汲水方式区别于我国传统水井,“洋井”主要使用冲击式凿井法开凿,并使用井管配合唧水筒取水,而我国传统水井主... “洋井”是近现代以新式方法开凿并使用井筒汲水的一类水井,因为命名标准不同,“洋井”在中国的名称较为多样。其开凿方式与汲水方式区别于我国传统水井,“洋井”主要使用冲击式凿井法开凿,并使用井管配合唧水筒取水,而我国传统水井主要使用挖掘方法开凿,多使用“辘轳”等工具取水。西方人最早在中国开凿“洋井”,用以改善用水状况,但早期推广不甚广泛,在此后,“洋井”受到国人的广泛关注,主要从日本引入技术用以农业灌溉,以期促进农业的进步。 展开更多
关键词 清末民国 洋井 农业灌溉 技术传入
下载PDF
闽西南小溪洋井田构造形成演化的动力学机制研究 被引量:2
2
作者 宋立军 刘池洋 +1 位作者 吴冲龙 周珍琦 《中国矿业大学学报》 EI CAS CSCD 北大核心 2008年第6期839-847,共9页
为加深闽西推覆构造带形成过程及其动力学机制的认识,采用构造解析与区域背景分析相结合的方法,对位于闽西推覆构造带前锋处小溪洋煤田构造的几何学、运动学特征及其构造演化的动力学机制进行分析.结果表明:井田内存在滑脱和推覆2种性... 为加深闽西推覆构造带形成过程及其动力学机制的认识,采用构造解析与区域背景分析相结合的方法,对位于闽西推覆构造带前锋处小溪洋煤田构造的几何学、运动学特征及其构造演化的动力学机制进行分析.结果表明:井田内存在滑脱和推覆2种性质的构造;井田构造整体几何形态呈"仑"字型,其中"人"字代表多次逆冲推覆的叠瓦状构造,"匕"指井田的倒转向斜构造和其内部沿轴面的滑脱断层;早三叠世与中侏罗世华夏、库拉板块先后分别向西侧的扬子和华夏陆块下俯冲,引起武夷山脉隆起,导致井田在来自北西的2期继承性的挤压应力作用下,于印支期先后产生重力和挤压顺层滑脱构造,形成倒转复向斜褶皱,并最终于早燕山期形成"仑"型背骑式逆冲推覆构造;燕山晚期和喜山期在区域拉张环境下井田遭受剥蚀改造,并使部分构造产生反转. 展开更多
关键词 推覆构造 演化 动力学机制 小溪洋井
下载PDF
闽西南苏桥-小溪洋井田推(滑)覆构造形成演化 被引量:5
3
作者 孙淑静 李星 +2 位作者 宋立军 周珍琦 冯常茂 《煤田地质与勘探》 CAS CSCD 北大核心 2008年第3期6-11,共6页
结合区域地质资料和前人资料,深入研究了闽西推覆构造带前峰处的苏桥-小溪洋井田地质特征。结果显示:井田剖面几何形态为一典型的"仑"型背骑式逆冲推覆构造;逆冲推覆构造和层间拆离滑覆构造是井田两种基本的构造类型;层间拆... 结合区域地质资料和前人资料,深入研究了闽西推覆构造带前峰处的苏桥-小溪洋井田地质特征。结果显示:井田剖面几何形态为一典型的"仑"型背骑式逆冲推覆构造;逆冲推覆构造和层间拆离滑覆构造是井田两种基本的构造类型;层间拆离滑覆构造形成于早印支期,逆冲推覆构造主要形成于燕山早期、燕山晚期和喜山期;井田在区域拉张环境下遭受剥蚀改造,发育飞来峰构造,并使F5、F6断层产生反转。从而,在构造推覆体下找煤应特别注意地层缺失情况,区域隐伏煤田的预测应采用物探与钻探相结合的方法。 展开更多
关键词 推覆构造 形成演化 苏桥-小溪洋井
下载PDF
上京—后洋井田栖霞灰岩岩溶裂隙发育特征分析
4
作者 温建兴 《闽煤地勘》 2001年第2期53-55,共3页
关键词 煤田 上京-后洋井 栖霞灰岩 岩溶裂隙 发育特征 水文地质
下载PDF
旧京话供水之二——老北京的水井和供水服务 被引量:1
5
作者 吴建平 《城镇供水》 2015年第3期3-6,共4页
写下这个题目心里不免有些纠结,所谓"老北京"是个很模糊的概念,老要老到什么年代呢?若论北京的建城史,可以往前推到三千多年前的周朝。周武王灭商后封当时的大贤召公于燕。召公在朝辅佐朝政,其长子(名克)赴燕地就封,这就是第一代燕... 写下这个题目心里不免有些纠结,所谓"老北京"是个很模糊的概念,老要老到什么年代呢?若论北京的建城史,可以往前推到三千多年前的周朝。周武王灭商后封当时的大贤召公于燕。召公在朝辅佐朝政,其长子(名克)赴燕地就封,这就是第一代燕侯,都城就建在北京房山区琉璃河镇东的董家林村。这是北京考古发现的最早古城遗址。我们所说的"老北京"当然不可能说到那么老远,那个年代不仅无法知道有没有供水服务业,就是全部的社会历史文字记载也少之又少。在这个题目下,我们就往前涉及到明朝吧,因为笔者浅陋,所查到见到的供水服务的相关文献也只限于此。 展开更多
关键词 老旧北京 移民 水井水质 供水服务 冲击式顿钻凿井法 洋井 水源井管理
下载PDF
把反腐败斗争坚决、扎实、持久地抓下去
6
作者 李向国 《理论导刊》 北大核心 1993年第12期12-13,16,共3页
党中央、国务院对反腐败斗争的部暑,非常正确,非常及时,完全符合全党和全国人民的强烈心愿,表达了广大党员、干部和群众的共同要求.现在关键的问题是。
关键词 反腐败斗争 反后 审场经济 洋井 银柳 社会主义 扩大室 党政领导 底焊 天战
下载PDF
Studies on Marine Oil Spills and Their Ecological Damage 被引量:6
7
作者 MEI Hong YIN Yanjie 《Journal of Ocean University of China》 SCIE CAS 2009年第3期312-316,共5页
The sources of marine oil spills are mainly from accidents of marine oil tankers or freighters, marine oil-drilling platforms, marine oil pipelines, marine oilfields, terrestrial pollution, oil-bearing atmosphere, and... The sources of marine oil spills are mainly from accidents of marine oil tankers or freighters, marine oil-drilling platforms, marine oil pipelines, marine oilfields, terrestrial pollution, oil-bearing atmosphere, and offshore oil production equipment. It is concluded upon analysis that there are two main reasons for marine oil spills: (I) The motive for huge economic benefits of oil industry owners and oil shipping agents far surpasses their sense of ecological risks. (II) Marine ecological safety has not become the main concern of national security. Oil spills are disasters because humans spare no efforts to get economic benefits from oil. The present paper draws another conclusion that marine ecological damage caused by oil spills can be roughly divided into two categories: damage to marine resource value (direct value) and damage to marine ecosystem service value (indirect value). Marine oil spills cause damage to marine biological, fishery, seawater, tourism and mineral resources to various extents, which contributes to the lower quality and value of marine resources. 展开更多
关键词 marine oil spills ecological damage marine ecological safety damage to marine resource value damage to marine ecosystem service value
下载PDF
Compulsory Liability Insurance for Marine Drilling Platforms Pollution under Chinese Law
8
作者 XU Tie ZHANG Pengfei 《Journal of Shipping and Ocean Engineering》 2016年第6期356-363,共8页
Compulsory liability insurance has widely existed in the field of marine insurance. However, marine drilling platforms have always been excluded from this system in China. In view of the special legal nature of oil po... Compulsory liability insurance has widely existed in the field of marine insurance. However, marine drilling platforms have always been excluded from this system in China. In view of the special legal nature of oil pollution compulsory liability insurance for marine drilling platforms, this paper analyzes a number of issues related to oil pollution compulsory liability insurance, elaborates on the necessity for China to implement the system and makes some suggestions about the implementation of that. 展开更多
关键词 Marine drilling platforms oil pollution compulsory liability insurance.
下载PDF
Design and construction of HYSY981 被引量:5
9
作者 Xie Bin Lin Yaosheng Su Jing Zeng Hengyi Xie Wenhui Jiang Zhe 《Engineering Sciences》 EI 2011年第4期44-50,共7页
This paper focuses on the independent design and construction of HYSY981. HYSY981,which China National Offshore Oil Corporation(CNOOC) possesses its intellectual property right,is brought forward by advanced research,... This paper focuses on the independent design and construction of HYSY981. HYSY981,which China National Offshore Oil Corporation(CNOOC) possesses its intellectual property right,is brought forward by advanced research,concept design and combined basic design. The key technologies are the researches concerning global design,system integration,platform positioning,global performance analysis,structural strength and fatigue analysis,environment effect assessment of South China Sea,basin test and tunnel test,and construction technology of platform. Core technology of design and construction for the 6th deep water semi-submersible rig is held. Independent detail design and construction are also accomplished. These have improved technology of key equipment for China offshore oil exploitation. 展开更多
关键词 HYSY981 concept design basic design intellectual property rights core technology
下载PDF
Factors influencing the porosity of gas hydrate bearing sediments 被引量:4
10
作者 HE Jing LIU XueWei +2 位作者 YU Zhen XIE ChengLiang LI ZiWei 《Science China Earth Sciences》 SCIE EI CAS 2013年第4期557-567,共11页
Porosity is a key parameter in calculating the velocity of gas hydrate bearing sediments and quantifying the amount of gas hydrate. The variation of porosity is affected by many factors. The influences of different fa... Porosity is a key parameter in calculating the velocity of gas hydrate bearing sediments and quantifying the amount of gas hydrate. The variation of porosity is affected by many factors. The influences of different factors on porosity are distinct. The purpose of this paper is to analyze the main factors that affect the overall and local change of porosity in marine sediments where gas hydrate was sampled. Porosity logs were collected from ODP Leg 164, Blake Ridge, ODP Leg 204, Hydrate Ridge, and IODP expedition 311, Cascadia Margin. Based on the characteristic of porosity variation in depth, porosity was divided into three components: low frequency component, middle frequency component, and high frequency component. The factors influencing each component were discussed. From the analysis, we observed that the porosity of unconsolidated sediment was very high, and the decreasing trend of low frequency component versus depth was affected by compaction. In addition, the initial porosity and slope of low frequency component variation were affected by the content of fine grain and geothermal gradient respectively. The middle component could reflect the variation of lithology, which was affected by the content variation of different sized grains and gas hydrate. The high frequency component was affected by the frequent change of grain size. The existence of volcanic ash-rich sand caused a high value to the high frequency component. The results are applicable to porosity evaluation in gas hydrate bearing sediments. 展开更多
关键词 POROSITY gas hydrate three components of porosity unconsolidated sediment
原文传递
上一页 1 下一页 到第
使用帮助 返回顶部