再论陆相三级层序内四分方案及其在油气勘探中的应用

结合在陆相盆地中的实例研究,将一个发育完整的陆相三级层序细分为4个体系域：低水位体系域（LST）、水进体系域（TST）、高水位体系域（HST）和水退体系域（RST）,称为I型层序。或者一个层序可以不发育低水位体系域,而由水进体系域、高水位体系域和水退体系域组成,称为II型层序。低水位体系域发生在湖平面（基准面）快速下降时期;水进体系域出现在首次湖泛面到最大湖泛面之间;高水位体系域形成在高水位时期的湖平面相对静止期;水退体系域形成在湖平面缓慢下降期,在沉积物供给速率大于可容空间增加速率时形成。一般低水位体系域发育小型进积式准层序组,纵向沉积环境变浅,在盆地边缘形成河流下切作用;水进体系域发育退积式准层序组,沉积环境自下而上明显变深;高水位体系域发育加积型准层序组,纵向沉积环境变化不大,且多为静水沉积;水退体系域发育大型进积式准层序组,沉积环境自下而上明显变浅,沉积体系向盆地中心推进。结合对松辽盆地的实例研究,分别阐述了断陷盆地和坳陷盆地中各不同体系域的油气藏分布规律：低水位体系域主要在断陷盆地的陡坡侧和坳陷盆地的深水区发育透镜状岩性油气藏;水进体系域主要在断陷盆地的陡坡带发育上倾尖灭型岩性油气藏,在缓坡带和坳陷盆地的斜坡带发育地层超覆油气藏;高水位体系域主要以深水区的透镜状岩性油气藏为主;水退体系域在断陷盆地中主要发育地层不整合遮挡油气藏,在坳陷盆地中主要发育断块油气藏以及断层遮挡油气藏。从而,以理论与实践相结合的方式,阐明了陆相层序四分体系域的实用性。     

Characteristics of annual runoff variation in major rivers of China

The statistical properties of annual runoff in major rivers of China are studied based on the theory of stochastic process and technology of time series analysis. These properties include the characteristics of intra‐annual and inter‐annual variations of runoff, trends, abrupt changes and periodicities. The new findings from the intensive calculations and appropriate analysis of data in longer period are as follows: (i) compared with the nonuniformity of intra‐annual runoff before 1980, the nonuniformity of intra‐annual runoff in China generally decreased after 1980, except for Huaihe River and Songhua River; (ii) compared with the annual runoff before 1980, the annual runoff in China generally decreased after 1980 except for WangJiaba station in Huaihe River and Ha‐Erbin station in Songhua River; the frequency of continuous low flow and continuous high flow in Haihe River and the downstream of Yellow River is higher than those in other rivers in China; (iii) annual runoff shows a downward trend in major rivers of China especially in Haihe River, Liao River and the midstream and downstream of Yellow River; (iv) there exist certain abrupt changes of annual runoff in major rivers of China; the abrupt change‐points are different among different river basins; and (v) almost periodicities of annual runoff sequences in major rivers of China are generally 20 years below, that is, 3~7 and 12~20 years. The reasons for these changes are mainly caused by climate change and human activities. Copyright © 2011 John Wiley & Sons, Ltd.     

平面四参数坐标转换模型的改进与应用研究

采用数值分析理论讨论方阵奇异性判别的方法,针对平面四参数坐标转换模型法方程系数矩阵病态性的问题,提出中心化坐标与缩小误差方程系数相结合的方法,有效改善了法方程系数矩阵的结构与病态性,获取到稳定可靠的转换参数。通过理论与实例分析,验证了该方法简单可行,为区域工程测量中平面坐标转换提供了参考。     

Estimating fluvial wood discharge using time‐lapse photography with varying sampling intervals

Monitoring large wood (LW: width > 10 cm, length > 1 m) in transport within rivers is a necessary next step in the development and refinement of wood budgets and is essential to a better understanding of basin‐wide controls and patterns of LW flux and loads. Monitoring LW transport with coarse interval (≥ 1 min) time‐lapse photography enables the deployment of monitoring cameras at large spatial and long temporal scales. Although less precise than continuous sampling with video, it allows investigators to answer broad questions about basin connectivity, compare drainages and years,and identify transport relationships and thresholds. This paper describes methods to: (i) construct fluvial wood flux curves; (ii) analyze the effects of sample interval lengths on transport estimates; and (iii) estimate total wood loads within a specified time period using coarse‐interval time‐lapse photography. Applying these methods to the Slave River, a large‐volume (10³ m³ s^‐1), low‐gradient (10^{? 2} m km^{? 1}) river in the subarctic (60^° N), yielded the following results. A threshold relationship for wood mobility was located around 4500 m³ s^‐1. More wood is transported on the rising limb of the hydrograph because wood flux declines rapidly on the falling limb. Five‐ and ten‐minute sampling intervals provided unbiased equal variance estimates of 1 min sampling, whereas 15 min intervals were biased towards underestimation by 5–6%, possibly due to periodicity in wood flux. Total LW loads estimated from the 1 min dataset and adjusted for a 15% misdetection rate from 13 July to 13 August are: 1600 ± 200 # pieces, 600 ± 200 m³ and of the order of 1.3 × 10⁵ kg carbon. The total wood load for the entire summer season is probably at least double this estimate because only the second half of the summer was monitored and a large early summer peak freshet was missed. Copyright © 2014 John Wiley & Sons, Ltd.     

汶川、鲁甸、康定地震前应变数据由自洽到失洽的转变与地震成核

根据四分量钻孔应变观测的弹性理论模型,四个分量的观测值 S1、S2、S3、S4之间存在“自洽方程”：S1＋S3＝S2＋S4。“十五”期间新建的“数字地震观测网络工程”四分量钻孔应变观测系统中已有一批台站,无论是几天的短期数据,还是6年以上的长期数据,两组面应变相关系数 k 值都超过了0．99。k 值不受降雨、河湖水位、机井抽水等外界干扰影响,具有稳定性。但姑咱台和昭通台,分别在汶川8．0级、鲁甸6．5级和康定6．3级地震前,观测到了 k 值发生明显变化即数据自洽性遭到破坏的现象。导出自洽方程的条件是安装应变仪钻孔附近岩石完整及应力源与观测点间介质的连续性要求,由此,作者认为,姑咱台和昭通台面应变相关系数发生变化可能由于台站附近发生的大地震的地震成核过程中震源区地层介质连续性逐渐受到破坏所致。     

Texas environmental flow standards and the hydrology-based environmental flow regime methodology

Abstract

In 2007, the Texas legislature created a program to identify environmental flow standards statewide through the coordinated efforts of scientific and stakeholder groups and rulemaking by the Texas Commission on Environmental Quality. To aid in this task, a Hydrology-based Environmental Flow Regime (HEFR) method was developed that combines a suite of user-customizable hydrologic statistics with an implementation framework. Following the concepts of the Natural Flow Paradigm, the methodology includes the separation of a long-term hydrograph into key flow components (e.g. subsistence, base, high-flow pulse and overbank) defined by the Texas Instream Flow Program. Seasonal, annual and inter-annual flow component statistics were then coupled with biology, water quality and geomorphology overlays, where available, and with implementation rules applied to example large-scale water supply projects to support development of environmental flow standards for use in water rights permit conditions. The HEFR methodology and resulting flow recommendations are compared to two contemporary in-stream flow studies and adopted environmental flow standards. Subsistence flows were fairly similar. Baseflows were in a similar range, but fewer than three seasonal levels have sometimes been specified in in-stream flow studies. Episodic events are quite different in terms of magnitude, frequency, duration and applicable number.

Editor D. Koutsoyiannis; Guest editor M. Acreman

Citation Opdyke, D.R., Oborny, E.L., Vaugh, S.K., and Mayes, K.B., 2014. Texas environmental flow standards and the hydrology-based environmental flow regime methodology. Hydrological Sciences Journal, 59 (3–4), 820–830.     

象山港流域河流形态特征定量分析

象山港流域发育有自低山流向海洋的众多山溪型河流,形成相对独立的小流域。本文采用流域地貌数学模型与地理信息系统技术相结合的方法,对港湾内小尺度河流特征进行了定量分析。结果表明:(1)象山港流域河流的河长分维值普遍较小,大嵩江的河长最长且主河道最为蜿蜒曲折;(2)凫溪和大嵩江的水系结构较象山港流域其它河流的结构更为复杂且发育更加充分;(3)除了颜公河和钱仓河外,流域内大部分河流纵剖面线呈现下凹型且主河道有多次阶梯状起伏;(4) 基岩性S-A模型的应用具有一定的局限性,凫溪和大嵩江的基岩河床处于均衡状态。     

西格二线关角隧道浅埋砂层段施工技术及力学效应研究

关角隧道是西（宁）格（尔木）二线的控制性工程,在隧道入口处存在长约450 m的砂层,施工难度较大。由于在3台阶施工中出现了冒顶事故,故提出了4台阶施工的设想,并利用三维数值计算模拟了4台阶开挖支护过程,揭示了隧道的空间变形、地表沉降和初支受力特征。通过与3台阶施工模拟结果对比证实了4台阶方案的优越性;现场施工和变形量测结果表明,采用大拱脚断面形式和超短四台阶施工方案,施作长大水平超前管棚、设置临时钢横撑、缩短仰拱封闭距离等是保证大断面浅埋砂层隧道安全施工的有效方法,对其他类似工程施工提供了宝贵的工程经验。