河北省泥石流分布特征及防治对策

河北省地质环境条件复杂,灾害种类多,分布广,危害大。泥石流灾害以其数量大,爆发集中,成为危害最为严重的山区灾害之一。本文依据山区县市地质灾害调查与区划统计数据,对危害较重泥石流灾害发育特征和分布规律进行了初步分析,阐明了泥石流灾害与自然背景地质环境以及人为因素之间的关系,并据此提出了防治对策建议。     

塔河油田奥陶系油藏古岩溶表生作用期次划分

岩溶缝洞型碳酸盐岩储层是塔河油田奥陶系最重要的储层类型,深入研究古岩溶类型、发育期次和发育模式对认识储层的发育规律具有重要意义。根据岩溶水的特点,可分为大气水和非大气水岩溶两类,大气水岩溶主要发育在表生条件下。结合塔河油田奥陶系古岩溶发育的地质特点,可以将其表生作用过程大致分为5个阶段,分别是加里东中期Ⅰ幕、Ⅱ幕、Ⅲ幕,海西早期和海西晚期。针对各个阶段的岩溶发育特点,建立了相应的岩溶发育模式。     

夏季黄海冷水团海域的丙烯酸分布与海洋环境因子和叶绿素a变化之间的关系

海水中主要含硫化合物β-二甲基巯基丙酸内盐(DMSP)降解可产生丙烯酸(AA)和活性气体二甲基硫(DMS)。2011年8月对黄海冷水团海域的AA及相关参量的分布特征进行了研究。结果表明,该海域表层海水中AA的浓度为0~0.208μmol/L,平均值为(0.081±0.075)μmol/L。AA的高值区出现在海域的东南部,可能是受到长江冲淡水的影响。AA的浓度总体上呈现出由南到北递增的趋势,与Chl-a较为一致,表明该海域的AA主要是由DMSP裂解产生的。表层海水中AA与温度表现出明显的负相关性。AA的垂直分布表现为:中层底层表层,这可能是产生AA的浮游植物与消耗AA的细菌共同作用的结果。海域中AA浓度与DMSP或DMS无明显的相关性。AA浓度远高于DMS,AA/DMS平均为106∶1,初步估算出DMSP降解产生的AA约为66.5%。AA/Chl-a平均为126.6 mmol/g,比DMSP/Chl-a高1个数量级,比DMS/Chl-a高2个数量级。     

斑岩型铜钼矿床重要共(伴)生元素赋存状态与分布规律

斑岩型铜钼矿床除主要成矿元素Cu,Mo外,还往往共(伴)生Re,Co,Au,Ag等重要元素,综合回收利用共(伴)生金属具有重大资源及环境效益。通过研究斑岩型铜钼矿床中共(伴)生元素Re,Co,Au,Ag的品位、储量、赋存状态及分布规律,认为Co主要以类质同象形式赋存于黄铁矿中,其分布与黄铁矿密切相关,通常浓集于绢英岩化带外侧;Au,Ag主要以自然金、银与金银系列矿物的形式产出,Au,Ag在不同硫化物中的含量、颗粒粒度以及赋存形式差异很大,Au在各蚀变带均有可能富集,但主要浓集区域是钾化带与石英-绢云母化带;Ag在早期主要以Cu-Ag-Au的形式富集于绢英岩化带,晚期以Pb-Zn-Ag形式赋存于青磐岩化带;Re的分布与绢云母化带的辉钼矿密切相关。     

巨野煤田赵楼井田构造发育规律

在野外地质和勘查资料分析的基础上,结合区域构造背景,论述了赵楼井田构造发育、组合及分布规律。研究表明：石炭-二叠纪成煤期后,多期性质、强度不同的构造作用相互叠加、改造,致使赵楼井田构造以断裂为主．褶皱发育次之。断裂构造主要有近NS、NW、NE及NNE向四组,其中以NE、NNE向为主,NW向断层组多为落差、延展长度都较小的断层。断裂以正断层为主,在剖面上主要表现为堑-垒构造组合,这种组合特征不仅使矿井构造更加复杂,而且使煤层的连续性受到破坏。井田东南部断层发育,断层叠加于早期的褶皱之上,破坏了褶皱的完整性．构成井田的构造复杂区。赵楼井田构造发育规律及成因机制的研究为今后矿井建设与生产提供了地质依据。     

宁夏灵武面子山山前区地下水中氟的富集及分布规律探讨

研究区东部属低山丘陵区及山前侵蚀堆积阶地,西部为黄河冲、洪积平原区,地下水资源丰富．是灵武矿区的主要水源地,但由于地下水中氟离子含量较高,给地下水的利用带来了影响。通过对该区水文地质条件和地下水中氟的水文地球化学特征的研究,认为研究区地下水中氟的含量与水化学类型关系不明显,与PH值及钠／钙值呈正相关关系。初步探讨了影响地下水中氟含量的富集因素及分布规律,研究发现：区内潜水含水层氟含量变化大,常发生突变;承压水含水层则多呈渐变形式;地下水中氟含量的高低主要与补给源中氟含量的高低有关．     

湖北省主要煤系成煤环境及找煤方向浅析

湖北省主要煤系地层是下二叠统“梁山煤系”、上二叠统“龙潭煤系”和上三叠统-下侏罗统“香溪煤系”。“粱山煤系”和“龙潭煤系”主要分布在鄂东南、鄂西南地区,“香溪煤系”零星分布在鄂州-赤壁、远安-当阳、巴东-兴山、利川等地。研究认为：二叠纪成煤环境属近海型,而晚三叠世、早侏罗世属于内陆型。控制聚煤作用的主要因素有：①成煤环境为滨岸沼泽相区,沼泽发育之前沉积物若为砂质、粉砂质岩类,则含煤性好,反之若为泥质或粘土质岩类,则含煤性差;（爹煤系沉积的早期沉积基底剥蚀夷平为坳陷地带,到中晚期坳陷逐渐增大,能形成宽阔的聚煤（盆地）带;⑧地壳沉降幅度大,升降速度乎稳,泥炭沼泽发育时间长;④地壳振荡次数频繁,沉积旋回多,煤层厚度较大,含煤性好,反之．沉积旋回少或不完整,煤层少,且薄,含煤性差。通过分析有利的聚煤因素,提出了各煤系的找煤方向。     

Limiting hydrochemical factors for sustainability of water resources: The Cisjordanian experience

In Cisjordan, surface- and groundwater flow are either towards the Jordan Valley-Dead Sea-Arava Valley (the Rift) or the Mediterranean Sea. Due to upstream exploitation by riparians to the Jordan River, the historical annual flow, which fluctuated between 250 and 1100 Mm³, has declined to a mere 100-200 Mm³. The remaining flow south of Lake Kinneret is highly polluted and heavily loaded with salts. Lake Kinneret (Sea of Galilee) is one of the major water resources in the area. Annually, between 200 and 700 Mm³ reach the Lake as surface and groundwater flow. The relatively high salinity of the Lake is caused by thermomineral water discharging from springs and seepages located onshore and on the bottom of the Lake. The main factors causing deterioration of the groundwater quality in the Rift are of geogenic character. These are different types of brines, whose outflow and penetration into freshwater aquifers was triggered by overpumpage. Contemporary encroachment of seawater caused by intensive water exploitation in the Coastal Plain is manageable and reversible. However, due to lack of hydrogeological evidence, no such statement can be made about the circulation of seawater beneath the Coastal Plain and into the deep-seated Yarkon-Taninim aquifer or the upflow of brines in the Rift.The flow regimes of the different brine bodies could not be elucidated. Whether each such brine-body flows by its particular hydrological regime or whether the movement of the different bodies is intradependent or interdependent with the regional movement of fresh groundwater, remain open questions. Therefore, sustainable development of groundwater resources is clearly dependent on the elucidation of the relationship between changes in the pressure of the brine with depth and its relationship to the overlying freshwater.The average total annual recharge of all water sources in Cisjordan is 1820 Mm³, which means that the total production of water must be managed within the limits of this annual volume. During drought years, total groundwater extraction exceeds the safe yield, causing drastic lowering of water levels and upflow of saline waters from greater depths.Because of the structural complexity of aquifers and hydrochemical variability of the numerous groundwater bodies, new hydrochemical methods have been developed for the identification of groundwater bodies and for the elucidation of their origins. These methods combine macrochemical, microchemical, and isotopic evidences. By combining distribution patterns of rare earths, yttrium and stable isotopes, a complete picture of catchment lithology and the altitude and latitude of precipitation could be obtained.The area west of the Jordan River is characterized by the occurrence of transboundary surface- and groundwater basins in which fresh and saline water and brines flow across political borders between Israel and the Palestinian Authority. It is very difficult to assess separately the annual safe yield of water resources for each of the two national entities. Neither country may dispose independently of its waters and is usually at the mercy of the other riparian. There is as yet no general multilateral international treaty in force allocating the water resources of international watercourses. At present there are two rules for the management of the waters of an international drainage basin—the rule of Equitable Distribution, and the obligation Not to Cause Significant Harm. The rules of equitable distribution have tended to focus on the issue of quantities of water rather than on quality of water, which is really relevant to the issue of equitable distribution. Future negotiations on the uses of the basin will need to deal with issues of characteristic salinities and geochemical features and on their impact on equitable sharing of water resources.     

城镇雨污分流非开挖工程中的工程勘察内容和要求

论述在城镇雨污分流工程中采用非开挖技术需要工程勘察的内容和要求。针对非开挖技术特点,与常规市政工程勘察的对比分析,得出采用非开挖技术施工所需要的工程勘察特性。结合廊坊市雨污分流非开挖试验段工程,分析了前期工程勘察对后期非开挖工程施工的影响,具体分析工程地质勘察和施工区域地下管线探测特殊性对非开挖工程设计、施工的意义。最后从雨污分流非开挖试验段工程结论出发,总结采用非开挖技术施工进行工程勘察的常规性内容,为以后类似工程采用非开挖技术施工提供参考.     

地下洞室黏弹性位移反分析模式分层运算

在洞室黏弹性位移参数反分析中,对分层优化方法存在初始值选取困难、计算量大等问题进行了探讨,提出了基于最小二乘法的模式分层运算方法,改变参数求解机制,避免了由于初始值选取不当造成迭代不收敛的现象,加强了求解搜索的有效性,提高解的精度和稳定性,通过工程实例进行验证。数值计算结果表明,模式分层运算对洞室黏弹性多参数位移反分析计算的结果真实、可靠。