基于城市内涝仿真模型的天津风暴潮灾害评估

基于城市内涝仿真模型,根据天津沿海地区的地形、地貌特征以及排水系统等对城市内涝仿真模型进行改进,在沿海边界和河口设置时变水位,使得模型拓展到既能模拟暴雨产生的内涝,也能模拟由于风暴潮侵袭造成的淹没情景。该模型对天津沿海地区历史上典型风暴潮个例以及10年、20年、50年、100年一遇重现期风暴潮产生的积水范围和积水深度进行了模拟,并对2012年8月3日台风达维 (1210) 造成的天津沿海风暴潮进行了业务试应用。将历史风暴潮个例模拟结果以及2012年8月3日的评估结果与实际灾情进行对比,结果显示模型具有较好的模拟能力,可应用于风暴潮灾害的评估和预估业务中,为相关部门和行业提供决策参考。     

聚合物钻井液在河北广宗勘探区深孔施工中的应用

在河北广宗勘探区深孔施工中,由于地表钻探用水水质影响及原钻井液体系不合适,造成钻井液性能指标达不到要求,性能难以控制,尤其失水量严重超标,接连发生孔内事故。针对存在的问题,经过分析和实验,采用化学方法处理钻探用水,选用聚合物钻井液,解决了深部钻孔施工存在的难点,收到了较好的效果,单孔深度达到1937.35m,并刷新了本单位及局属单位的钻探记录。     

贵州省安龙县戈塘镇大海子岩溶洪涝的治理及其工程意义

贵州岩溶石山区岩溶洪涝洼地发育、内涝灾害造成了大量的耕地破。查明洪涝洼地成因并有效进行治理,对防灾减灾、生态环境治理、促进石山区经济社会发展具有重大意义。本文阐述了大海子岩溶洪涝的特征及其危害,探讨了洪涝洼地的成因,有针对性地提了治理方案。可为同类型治理工程提供借鉴。     

玻璃纤维增强聚合物抗浮锚杆抗拔性能试验研究与机制分析

抗浮锚杆作为一种竖向锚固技术在我国许多地区广泛应用,锚杆作为抗浮结构的核心其性能受到极大关注。但因钢材易腐蚀,传统金属锚杆的耐久性受到质疑,特别是地铁等地下工程存在杂散电流,限制了金属抗浮锚杆的应用。玻璃纤维增强聚合物(GFRP)抗浮锚杆是一种由树脂基体和玻璃纤维复合而成的新材料,与金属锚杆相比,它具有耐腐蚀、抗拉强度高、自重轻等优良特性。通过植入式裸光纤传感测试技术对GFRP抗浮锚杆的界面应力分布、荷载传递规律及破坏机制进行了研究,论证了GFRP抗浮锚杆使用的适宜性。试验表明,GFRP抗浮锚杆破坏以杆体基体材料剪切破坏为主,?28 mm锚杆极限抗拔力为250 kN,能够满足工程需要;杆体轴力沿深度方向逐渐递减,并且超过一定长度后杆体不再受力。结果显示,中风化岩地区,当锚固段长度为3.95⁶.95 m时,轴力影响深度范围约为3.7 m,说明GFRP抗浮锚杆同样存在临界锚固深度问题。锚杆界面剪应力呈不均匀分布,剪应力峰值随荷载的增加逐渐向下转移,同时0值点也向杆体深部转移。研究成果可为GFRP抗浮锚杆应用于工程实际提供依据。     

黄河宁夏段凌汛期气温变化特征

利用宁夏1991~2010年20 a凌汛期水文和气温序列资料,研究了宁夏凌汛期特征、凌汛灾害发生主要时段,黄河封河、开河集中期与日平均气温之间的关系。结果表明:宁夏凌汛特征为封开河时序相反,小流量、高水位行洪,受强冷空气影响较大;凌汛灾害主要发生在封河和开河期间;日平均气温正负转化日期与封、开河期有对应关系,宁夏封河集中期在12月20日至1月19日;开河集中日期在2月13~20日。在凌汛关键期结合MODIS遥感数据对凌汛灾害监测防范有一定指导意义。     

Effects of different operational modes on the flood‐induced turbidity current of a canyon‐shaped reservoir: case study on Liuxihe Reservoir,South China

Suspended matter is an important indicator of water quality in freshwater systems. The flood‐induced turbidity current plays a dominant role in the seasonal dynamic of suspended matter in the Liuxihe Reservoir (23°45′50″N; 113°46′52″E), a large, stratified reservoir at the Tropic of Cancer in southern China. Field measurements show that loading and distribution of suspended matter in the reservoir differ in typical wet, dry and medium years, as a result of different discharge volumes and water level variation patterns. Using historical data and the practical demand for water supply and flood control, we generalized two feasible reservoir operational modes: flood impounding mode (drawing down the reservoir to a low level before flood events to impound inflow during the flooding season) and moderate level change mode (drawing down the reservoir to a moderate level before flood events, then keeping the level within the flood control level during runoff events). To examine the effects of different operational modes and outlet depths on the reservoir's flood‐induced turbidity current, a numerical simulation model was applied in three types of hydrological conditions. The results show that the mode with moderate drawdown and recharge processes can decrease loading of suspended matter in spring and promote turbidity current release during flood events, and upper withdrawal can improve the effects of turbid water release. We suggest that more attention should be focused on water quality management in the reservoir operation stage, severe artificial water level fluctuation being avoided and selective withdrawal becoming an optional management measure. Copyright © 2012 John Wiley & Sons, Ltd.     

A broad‐scale assessment of the effect of improved soil management on catchment baseflow index

Although the importance of sustainable soil management is recognized, there are many threats to soils including widespread soil structural degradation. This reduces infiltration through the soil surface and/or the percolation of water through the soil profile, with important consequences for crop yields, nutrient cycling and the hydrological response of catchments. This article describes a broad‐scale modelling approach to assess the potential effect that improved agricultural soil management, through reduced soil structural degradation, may have on the baseflow index (BFI) of catchments across England and Wales. A daily soil–water balance model was used to simulate the indicative BFI of 45 696 thirty‐year model runs for different combinations of soil type, soil/field condition, land cover class and climate which encapsulate the variability across England and Wales. The indicative BFI of catchments was then calculated by upscaling the results by spatial weighting. WaSim model outputs of indicative BFI were within the 95% confidence intervals of the national‐average BFI values given for the Hydrology of Soil Type (HOST ? ) classes for 26 of the 28 classes. At the catchment scale, the concordance correlation coefficient between the BFI from the WaSim model outputs and those derived from HOST was 0·83. Plausible improvements in agricultural soil/field condition produced modest simulated increases of up to 10% in the indicative BFI in most catchments across England and Wales, although for much of southern and northern England the increases were less than 5%. The results suggest that improved soil management might partially mitigate the expected adverse effects of climate change on baseflow to rivers. Healthy, well‐functioning soils produce many additional benefits such as better agricultural yields and reduced pollutant movement, so improved soil management should provide win‐win opportunities for society, agricultural systems and the environment and provide resilience to some of the expected environmental impacts of climate change. Copyright © 2011 John Wiley & Sons, Ltd.     

The spatial distribution of groundwater flooding in a chalk catchment in southern England

Groundwater flooding occurred in the upper parts of many chalk rivers in the UK during the exceptionally wet winter of 2000–01. This provided a rare opportunity to investigate the spatial distribution of groundwater discharge and flooding along the normally dry intermittent headwaters of a chalk catchment. The extent of flooding along the River Pang, upstream of the seasonal head, was mapped using aerial photography, and point measurements of flow and water temperature were used to identify the contributing reaches of the river. The results are discussed in the context of the geological and groundwater conditions. The occurrence of flooding can largely be explained by the regional groundwater flow directions, but increased flow in some locations may be as a result of preferential groundwater flow along lines of geological structure. Published by John Wiley & Sons, Ltd.     

Key Problems and Countermeasures in CO2 Flooding and Storage

Based on literature research in combination with the practice of CO₂ flooding and storage in Jilin Oilfield, this study assesses the key problems in CO₂ flooding and storage, proposing the corresponding countermeasures from five aspects of CO₂ gas source condition, namely geological condition evaluation, scheme design incoordination with other production methods, economic and effectiveness evaluation, together with dynamic monitoring and safety evaluation. The re...     

高聚物外包盾构隧道离心机振动台试验研究

为了验证非水反应聚氨酯高聚物(后文简称高聚物)外包盾构隧道具有减震性能,对高聚物外包盾构隧道模型和无外包隧道模型,采用离心机振动台进行对比试验。针对中密砂土围岩,在不同阵型特征的地震波输入下,对比有无高聚物外包隧道加速度、频谱、隧道动力响应和地表沉降,分析高聚物的减震性能。试验结果表明:在不同地震激励的工况下,对于有无高聚物外包的隧道模型,其加速度和频谱差别不大;二者隧道各点上的动应变平均相差31.32%;高聚物外包层隧道模型地表的最终沉降分别比无外包隧道模型和自由场地表沉降约小20%和50%。试验证明高聚物对盾构隧道有减震作用,此试验研究为高聚物在今后的工程应用提供参考依据。