Australian Wetland Water Environment Management and Technology Dynamic Integration     

An Zhengtao  Wei Yongping 《地球科学进展》2016,31(2):213-224

Australian government attaches great importance to the management of wetland water environment and the implementation of advanced technology, and has made large processes in the recent decades. Australia is one of the best country in global for wetland management and technology implementation. Based on the analysis of Australian government working method for wetland water environment management, two wetland water environment management and technology dynamic integration cases, and on the comparason ofthe differences of wetland water environment management between the two countries, including Murray-Darling Basin (MDB) and Lake Eyre Basin (LEB), it can be concluded that the success of Australian wetland water environment management is because of the following reasons: the dynamic integration between department establishment and technology, the dynamic integration between public participation and monitoring technology, as well as the dynamic integration between innovation policy and advanced technology. Furthermore, entity management method such as Murray-Darling Basin Authority (MDBA) is more adaptable and has longer lifespan. Such virtual management method as Lake Eyre Basin Intergovernmental Agreement is more flexible and has lower cost. The lessons learned from Australian government can help China manage wetland water environment.  相似文献   

Active Characteristics and Paleoearthquakes in the West Kalpin Nappe Since the Holocene,SW Tianshan Mountain     

Li An  Ran Yongkang  Liu Huaguo  Xu Liangxin 《地球科学进展》2016,31(4):377-390

the Kalpin nappe is an important multiple thrust system. It is important to study the Cenozoic tectonic of the Tianshan Mountain. Holocene active characteristics and paleoearthquake of the Kalpin nappe can be used to evaluate the neotectonic of this area. In this paper, we accurately measured the fault scarp in the front of three thrust-fold faults and analyzed paleoearthquake events in the trenches of the Kalpin nappe. Using the ¹⁰Be exposure age, we obtained those geomorphic surface ages and paleoearthquake times. The result showed that the slip rates of the west Kalpintag fault, aozitag fault and the tuoketag fault were 1.45(+1.68/-0.44) mm/a, 0.81(+0.35/-0.19) mm/a and (0.3±0.05) mm/a, respectively since the Holocene. The slip rate indicated that the increased activity transferred from back-row fault to front-row fault and accorded with the piggy-back propagation model in the Tianshan Mountain. Displacements and recurrence intervals of paleoearthquakes was similar to the slip rate characteristics. It also showed paleoearthquakes in the front row fault were stronger than paleoearthquakes of the back row fault. The strong paleoearthquake which caused the highest surface rupture happened in the Kalpintag fault. The interval of paleoearthquakes was about 4 ka and the displacement of every paleoearthquake was about 3 m in the west Kalpintag fault; the interval of paleoearthquakes was about 2 ka and the displacement of every paleoearthquake was about 1m in the aozitag fault; the tuoketag fault ruptured only one paleoearthquake since 7 ka. The Piqiang tear fault was the tectonic result of different shortening rate between the west Kalpin system and the east Kalpin system. The shortening rate of west Kalpin system was obviously stronger than the east Kalpin system. The huge separation distance was near 20 km between the east and the west back-row fault. Because the slip rate of system transferred to the front-row fault in the piggy-back propagation model, the separation distance (~4 km) between the east and the west front-row fault was increasing.  相似文献   

软土地区地铁道床沉降特征及其诱发因素分析     

焦珣  吴建中  王寒梅  吴吉春  叶淑君 《世界地质》2016,35(1):276-282

以上海4条地铁线路道床长期沉降监测资料为基础,分析了地铁隧道的纵向沉降特征;结合该地区地质环境调查资料,深入分析地铁隧道沉降与下卧层地层结构、浅部地下水位变化以及区域地面沉降三个地质环境因素之间的相互作用关系。结果表明,地铁隧道下卧地层结构差异是地铁隧道沉降差异性的重要地质环境因素,深基坑降排水引起降水目的含水层地下水位下降,使得降水目的层以及相邻软黏性土层发生较大的压缩变形,导致以降水目的层上覆软黏性土层为承载体的地铁隧道也随之发生沉降,区域地面沉降也是地铁隧道沉降的重要影响因素。  相似文献   

冀中平原深部地下热水资源可更新特征与依据——以辛集馆陶组地下热水系统为例     

张光辉  李卓  严明疆  王茜  王威 《地球学报》2016,37(5):637-644

针对冀中平原深部地下热水资源可更新性问题,以辛集馆陶组地下热水系统为例,采用相同开采强度下地下热水位降幅异常变化的识别方法,通过2000年以来该地下热水位年际及月际降幅与开采量和上游山区年降水量之间响应变化特征研究,结果表明:(1)冀中平原辛集地区馆陶组地下热水资源具有一定的可更新能力,与上游山区年降水量变化相关,还与地下水位埋深、当年开采引起的水位降幅大小和开采疏干层位砾粗砂岩及细砂岩占比状况有关;(2)辛集地区馆陶组地下热水大规模开采,是该地下水系统获得上游区侧向流入补给的必要条件,属于开采激发型补给,更新补给的资源数量有限;(3)从2000年以来该区地下热水水位动态变化趋势来看,目前该区地下热水资源已处于超采状态,需要压采或人工回灌增大补给,否则难以可持续开发利用。  相似文献   

贵州桐梓新桥浑水河的成因再探讨     

杨旭  刘志臣 《化工矿产地质》2016,(1):48-52

通过对新桥浑水河上游明流段、中部伏流段、下游浑水河段实地调查,并结合该区1:20万区域地质资料、区域水文地质资料及煤矿勘查资料,在分析浑水河区域构造背景及水文地质特征的基础上,研究了浑水河的水动力条件,包括纵向水动力条件和横向水动力条件,认为浑水河是特殊构造通道、水土流失带来的粘土颗粒物源、携带粘土颗粒的水体进入地下伏流,粘土颗粒在河床中沉积后又被流水带出的一个过程,即"流失→带进→沉积→带出"过程。浑水河的成因:1浑水河的特殊构造,具备了通道条件;2上游水土流失带来的大量细小粘土颗粒提供了物源;3洞湾水体"盲谷"是浑水的物源载体;4地下伏流的水动力条件,包括纵向水动力条件和横向水动力条件,四者共同作用的结果。  相似文献   

长兴岛碳酸盐岩裂隙岩溶水特征分析     

陈冶  程微  宋波  宋建伟  程静  孙丽萍 《化工矿产地质》2016,(2):79-84

长兴岛碳酸盐岩区占整个岛的44%,受降雨、岩性、构造等条件的影响,岩溶较发育,地下水资源较丰富,且水质较好,适宜作为饮用水水源。在收集大量基础地质资料,并结合现场调查、钻探、抽水试验成果,分析了从上至下5层岩溶带的发育特征、赋水性规律及补、径、排条件。同时考虑供水水文地质条件,进行了天然资源和开采资源概算,及成井条件、水质的分析评价。  相似文献   

黄河三角洲滨海湿地演化过程中的碳埋藏效率及其控制因素          下载免费PDF全文

丁喜桂  王吉松  赵广明  袁红明  王锦  叶思源 《中国地质》2016,(1):319-328

2007年在黄河三角洲布设了一口浅钻ZK4,孔深28.3 m,对获取的岩心样品进行了详细的沉积学观测及含水量、有机碳、总碳和营养成分的实验室分析测试。通过ZK4孔的地层分析,将其划分为7种沉积环境,揭示了滨海湿地地质演化过程。并利用AMS14C测年方法,结合黄河改道的历史记录,运用历史地理学和沉积地质学综合分析的方法对黄河三角洲沉积环境进行了年代划分,并计算了黄河三角洲不同沉积环境沉积物的沉积速率和碳的加积速率。结果表明:总碳和有机碳与除硫和磷元素以外的各营养成分都呈良好的线性相关;碳、氮、磷的加积速率与沉积物的沉积速率呈极显著正相关关系(R0.89,p0.01),沉积物的沉积速率是碳、氮、磷的加积速率的主控因素;虽然现代黄河三角洲沉积物有机碳浓度较低(1%),但由于沉积物的高沉积速率,现代黄河三角洲沉积物有机碳的平均加积速率达到2878.23 g/(m2·a),远高于世界其他高有机碳浓度的湿地,因此是很好的碳汇地质体。  相似文献   

二连浩特市水资源与经济社会和谐度评价          下载免费PDF全文

宋一凡  郭中小  徐晓民  李占河 《水文》2016,36(1):66-70

以二连浩特市人水关系为研究对象,从取水总量和谐度、用水效率和谐度、水生态环境保护和谐度三个方面构建了二连浩特市水资源与经济社会和谐度评价体系。从评价结果可以看出,二连浩特市开展节水型社会建设以来,水资源与经济社会和谐度发生了较显著的改善。评价体系较好地反映了二连浩特市水资源与经济社会和谐度,对北方干旱缺水地区节水型社会建设具有借鉴意义。  相似文献   

有限圈闭复杂沥青质稠油层钻井难点与对策          下载免费PDF全文

鲍洪志  肖超  赵向阳  何青水  杨顺辉  王朝明 《探矿工程》2016,43(12):18-22

中东YD油田为海相碳酸盐岩地层,Kazh地层分布着活跃的非均质沥青质稠油,高压并含有酸性气体,为非目的层,需要钻穿并封隔该层后对下部产层进行开发。由于沥青质稠油层分布不均,孔隙压力不确定,对钻井工程造成了极大的挑战。在一期施工中,3口井由于沥青质稠油的侵入被迫工程弃井,未能实现工程目的。针对此世界性难点问题,开展了沥青质稠油侵入机理实验研究、固化剂研制、控压钻井技术应用等一系列配套工艺技术研究,提出了复杂沥青质稠油层安全钻井技术对策,现场应用取得较好的效果。  相似文献   

钻孔压水试验水压式栓塞排水泄压问题研究          下载免费PDF全文

裴熊伟 《探矿工程》2016,43(3):56-59

压水试验水压式栓塞较其他类型栓塞可靠、灵活,但一直存在试验结束后排水泄压难题,使该类型栓塞使用局限于浅孔及地下水位高的钻孔。本文对该问题进行了研究,提出了解决方案,设计了新型水压式栓塞结构。解决了一直以来水压式栓塞的排水泄压难题,突破了试验孔深限制,使水压式栓塞能得到广泛应用。介绍了该新型水压式栓塞的结构和工作原理以及工程应用效果。  相似文献