An approach to analysing plot scale infiltration and runoff responses to rainfall of fluctuating intensity   总被引：1，自引：0，他引：1       下载免费PDF全文

David Dunkerley 《水文研究》2017,31(1):191-206

Simulated rainfall of fluctuating intensity was applied to runoff plots on bare dryland soils in order to explore a new method for analysing the non‐steady‐state responses of infiltration and overland flow. The rainfall events all averaged 10 mm/h but included intensity bursts of up to 70 mm/h and lasting 5–15 min, as well as periods of low intensity and intermittency of up to 25 min. Results were compared with traditional steady‐state estimates of infiltrability made under simulated rainfall sustained at a fixed intensity of 10 mm/h. Mean event infiltration rate averaged 13.6% higher under fluctuating intensities, while runoff ratios averaged only 63% of those seen under constant intensity. In order to understand the changing soil infiltrability, up to three affine Horton infiltration equations were fitted to segments of each experiment. All equations had the same final infiltrability f_c, but adjusted values for coefficients f₀ (initial infiltrability) and K_f (exponential decay constant) were fitted for periods of rainfall that followed significant hiatuses in rainfall, during which subsurface redistribution allowed near‐surface soil suction to recover. According to the fitted Horton equations, soil infiltrability recovered by up 10–24 mm/h during intra‐event rainfall hiatuses of 15 to 20‐min duration, contributing to higher overall event infiltration rates and to reduced runoff ratios. The recovery of infiltrability also reduced the size of runoff peaks following periods of low intensity rainfall, compared with the predictions based on single Horton infiltration equations, and in some cases, no runoff at all was recorded from late intensity peaks. The principal finding of this study is that, using a set of affine equations, the intra‐event time variation of soil infiltrability can be tracked through multiple intensity bursts and hiatuses, despite the lack of steady‐state conditions. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   

利用地震折射和反射波资料研究银川盆地浅部结构和隐伏断裂   总被引：2，自引：1，他引：1       下载免费PDF全文

李燕  刘保金  酆少英  姬计法  秦晶晶  郭新景 《地球物理学报》2017,60(8):3096-3109

银川盆地是华北克拉通西部构造活动较为强烈的一个新生代断陷盆地.为了研究银川盆地的地壳浅部结构和活动断裂特征,我们利用2014年在银川盆地完成的深地震反射剖面数据,采用初至波层析成像方法得到了银川盆地高精度的基底P波速度结构和构造形态;考虑到仅根据速度结构剖面还难以确定断裂的准确位置、断层上断点埋深、断层的近地表构造组合样式等特征,研究中还采用浅层地震反射波勘探方法对银川盆地内的隐伏断裂和1739年平罗8.0级地震的地表破裂带浅部结构进行了高分辨率成像.研究结果表明:银川盆地与两侧地块的浅层P波速度结构和沉积盖层厚度差异较大,银川盆地总体呈现出明显的低速结构特征,盆地基底面起伏变化较大,基底最深处位于芦花台断裂和银川断裂之间的银川市下方,其深度约为7000~7200 m;贺兰山隆起区显示为明显的高速特征,地表出露中-古生代基岩地层,缺失新生代地层;鄂尔多斯地块西缘的浅层P波速度明显高于银川盆地,基底埋深相对较浅,推测其新生界地层厚度小于2500 m.浅层地震反射剖面揭示的地层反射界面形态和断裂的浅部构造特征非常清楚,黄河断裂、贺兰山东麓断裂、银川断裂和芦花台断裂不仅是错断盆地基底的断裂,而且还是第四纪以来的隐伏活动断裂,这些断裂的交替活动形成了"堑中堑"的盆地结构,并对银川盆地的形成、盆地内的新生代地层厚度和第四纪沉降中心具有重要的控制作用;在近地表这些断裂表现为由2~3条断层组成的"Y字形"断裂构造,且主断裂的最新活动可追踪至晚更新世末期或全新世,是构造继承性活动的结果.本文的研究结果不仅可为进一步分析银川盆地的基底结构、隐伏断裂特征和活动构造研究等提供新的地震学证据,而且还可为该区城市规划中避让活动断层提供科学依据.  相似文献   

一种数字三分量地震微测井仪器设计   总被引：1，自引：1，他引：0       下载免费PDF全文

李怀良  庹先国  刘勇  沈统 《地球物理学报》2017,60(11):4241-4252

针对当前地震微测井仪器在施工和数据采集方面的难题,从提高数据采集质量及仪器功能性方面提出了几种改进方法.主要利用MEMS加速度传感器结合多路并行处理采集方法设计了数字检波器,并集成姿态检测技术直接实现水平分量数据的校正功能,保证系统采集的质量;提出了Ethernet-RS485分布式总线自动控制技术,实现各级联探管的随机组合,同时采用电动方式控制探管操作,提高系统的集成化程度.文中详细分析了利用姿态检测技术实现水平分量数据校正的方法,解决了级联探管随机组合控制和震源激发方位的判定问题.仪器单节探管支持三分量并行采集,有效分辨率达18位,参数可远程配置,同时具备快速显示探管姿态的功能,且支持远程控制,非常适于复杂环境下的工程勘探,整个系统实现全数字化操作且仅需四芯电缆互连,从而缩小了设备的体积和重量,降低施工布线的复杂性.  相似文献   

Source Based Characterization and Pollution Profile of a Baker's Yeast Industry     

Mustafa Evren Ersahin  Recep Kaan Dereli  Hale Ozgun  Berivan Gunes Donmez  Ismail Koyuncu  Mahmut Altinbas  Izzet Ozturk 《洁净——土壤、空气、水》2011,39(6):543-548

Baker's yeast industry has significant effects on environment due to significant water consumption and high strength wastewater production. Effluents from baker's yeast industry are characterized by high concentrations of biological oxygen demand (BOD₅), chemical oxygen demand (COD), total Kjeldahl nitrogen (TKN), total dissolved solids (TDS), sulfate, and dark brown color. The aim of this study is to provide a detailed quantitative and qualitative identification and characterization of the wastewater sources from different processes of a baker's yeast industry. It is identified that the most polluted wastewater components of the facility are coming from rotary drum filter and evaporation process. However, the highest pollution loads is identified as tank and equipment cleaning effluent due to very high flow rate from this source. The efforts should be on the way to minimize the water usage for the tank and equipment cleaning process, and to recycle less polluted waste streams back to the process.  相似文献   

Amplitude Variation with Offset Responses Modeling Study of Walkaway Vertical Seismic Profile Data at CO2 Geological Storage Site, Ketzin, Germany     

YANG Can  Sayed Hesammoddin KAZEMEINI  FAN Wenfang  Christopher JUHLIN  LIU Dameng 《《地质学报》英文版》2011,85(5):1118-1126

An important component of any CO2 sequestration project is seismic monitoring for tracking changes in subsurface physical properties, such as velocity and density. Different reservoirs have different amplitude variation with offset (AVO) responses, which can define underground conditions. In the present paper we investigate walkaway vertical seismic profile (VSP) AVO response to CO2 injection at the Ketzin site, the first European onshore CO2 sequestration pilot study dealing with research on geological storage of CO2. First, we performed rock physics analysis to evaluate the effect of injected CO2 on seismic velocity using the Biot-Gassmann equation. On the basis of this model, the seismic response for different CO2 injection saturation was studied using ray tracing modeling. We then created synthetic walkaway VSP data, which we then processed. In contrast, synthetic seismic traces were created from borehole data. Finally, we found that the amplitude of CO2 injected sand layer with different gas saturations were increased with the offset when compared with the original brine target layer. This is the typical class III AVO anomaly for gas sand layer. The AVO responses matched the synthetic seismic traces very well. Therefore, walkaway VSP AVO response can monitor CO2 distribution in the Ketzin area.  相似文献   

EH4方法在辽宁本溪大台沟铁矿勘查中的应用     

庞洪伟  洪秀伟  李尔峰  王长峰  沙成满  张锋春 《山东地质》2011,(7):17-21

EH4连续电导率剖面测量是近年来地质勘察中采用的新方法,可以推断隐伏铁矿体的埋深、宽度、规模及产状。本溪大台沟铁矿勘查中进行了EH4连续电导率剖面测量,经钻探验证。取得了较好的效果。寻找深部隐伏铁矿体,磁法测量和EH4测量2种方法综合运用,为后续钻探工作提供更充分的依据。  相似文献   

Appraisal of storm beach buffer width for cyclonic waves     

F.-C. Lee  John R.-C. Hsu  W.-H. Lin 《Coastal Engineering》2011

The loss of beach sand from berm and dune due to high waves and surge is a universal phenomenon associated with sporadic storm activities. To protect the development in a coastal hazard zone, hard structures or coastal setback have been established in many countries around the world. In this paper, the requirement of a storm beach buffer, being a lesser extent landward comparing with the coastal setback to ensure the safety of infrastructures, is numerically assessed using the SBEACH model for three categories of wave conditions in terms of storm return period, median sand grain size, berm width, and design water level. Two of the key outputs from the numerical calculations, berm retreat and bar formation offshore, are then analysed, as well as beach profile change. After having performed a series of numerical studies on selected large wave tank (LWT) test results with monochromatic waves using SBEACH, we may conclude that: (1) Berm erosion increases and submerged bar develops further offshore as the storm return period increases for beach with a specific sand grain size, or as the sand grain reduces on a beach under the action of identical wave condition; (2) Higher storm waves yield a large bar to form quicker and subsequently cause wave breaking on the bar crest, which can reduce the wave energy and limit the extent of the eroding berm; (3) A larger buffer width is required for a beach comprising small sand grain, in order to effectively absorb storm wave energy; and (4) Empirical relationships can be tentatively proposed to estimate the storm beach buffer width, from the input of wave conditions and sediment grain size. These results would benefit a beach nourishment project for shore protection or design of a recreational beach.  相似文献   

非零偏移距声地层剖面多次波的时距分析及压制示例     

王鹏伟  王修田 《中国海洋大学学报(自然科学版)》2011,(Z1):324-330,340

基于对符合二维观测的模型中非零偏移距全程多次波时距关系的理论分析可知:无论地下反射界面为水平的还是倾斜的,非零偏移距的全程n次多次波的旅行时总是小于相应一次波旅行时的n倍,但非零偏移距与零偏移距全程多次波的时距差异,随偏移距的增大而增大,而随探测深度的增大而减小。基于该理论分析结论,对在零偏移距假设下计算的多次波旅行时先行调整,使其与非零偏移距的多次波旅行时相对应后再进行压制处理,可获得更高质量的声地层剖面。  相似文献   

天津滨海地区土壤剖面盐渍化特征及其影响因素   总被引：5，自引：0，他引：5  

王卫星  李攻科  侯佳渝  刘永涛 《物探与化探》2015,(1):172-179

土壤盐渍化是由自然或人类活动引起的一种环境风险,对工农业生产具有重要影响。本次研究在天津滨海地区布置了6条具有代表性的土壤盐渍化剖面,选取其中4个剖面进行了为期两年的按月采样监测。研究发现,除了BHY6土壤剖面由于长年耕种,表现为平衡型土壤剖面形态之外,其余基本表现为底聚型土壤盐渍化剖面形态;从剖面中下部直到底部浅层地下水位附近,土壤中阳离子以Na+为主,阴离子以Cl-或Cl-+HCO-3为主,尤其在浅层地下水矿化度显著偏高(达盐水程度)的地区,土壤中Na+、Cl-所占比例具有绝对优势,具有滨海盐土的基本发生特征;气候因素、浅层地下水矿化度及埋深、表层土壤植被都是滨海地区土壤盐渍化的重要影响因素。表层土壤表现出春季积盐、夏季脱盐、秋冬季缓慢积盐的特征,浅层地下水矿化度越高、埋深越浅,其土壤剖面含盐量越高;果林地和长期耕种的土地可以降低土壤盐分的活性,有效抑制盐分的累积,降低滨海地区土壤盐渍化程度,保护和改良土壤。  相似文献   

Generating non-stationary random fields of auto-correlated,normally distributed CPT profile by matrix decomposition method     

Reza Jamshidi Chenari  Hassan Kamyab Farahbakhsh 《Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards》2015,9(2):96-108

This paper emphasises the true realisation of Cone Penetration Test (CPT) profiles considering non-stationary nature of the data. Formulation of stationary random field theory has been modified and adapted to non-stationary state in order to take into account the mean and variance variability for soil properties. Multi-variance correlation matrix along with the Cholesky decomposition technique was employed to produce realisations of non-homogenous and non-stationary random fields of CPT profiles. A piecewise and segmental data realisation according to the lithology and site class specifications acquired directly from CPT data is adopted in this study so as to render an accurate data simulation. For validation of proposed method 8 CPT test profiles collected from Urmia Lake site have been introduced and simulated by the stationary and non-stationary algorithms. The mean correlation coefficient between the actual CPT data profiles and related realisations along with some other important statistical parameters and their coefficients of variation strongly demonstrate that non-stationary random field generation technique gives quite better accuracy, by comparison to the conventional stationary random field generation scheme.  相似文献