预测水驱油田开发动态的一种方法

水驱曲线法和数学模型法都是油藏工程中的重要方法，前者主要用于在一定的经济含水条件下预测水驱油田的可采储量和采收率，后者主要用于预测不同类型油田的产量、累积产量和一定经济极限产量下的可采储量。然而，前者与时间序列无关，后者与含水率序列无关，都有局限性。提出丙型水驱曲线公式与ＨＣＺ数学模型公式联解预测法，不但可以预测水驱油田产量、累积产量、含水率随时间的变化，还可预测可采储量、可动油储量和水驱波及体积系数的变化。图３表１参１２（陈志宏摘）     

单片机控制泄漏电流测试仪

以8031单片机为核心的泄漏电流测试仪的硬件结构和软件设计。     

新增探明储量的经济可采储量计算方法

提出了新增探明储量有无经济可采储量的判别方法。在此基础上，通过对立已开发油田技术可采储量经济转化率与油藏空气渗透率的相关关系式和图版，根据储层的空气渗透率，计算新增探明储量的经济转化率和经济可采储量。该方法参数易取，计算简便，对于快速、准确计算新增探明储量的经济可采储量具有重要意义。     

Uncertainty of Predictions of Embankment Dam Breach Parameters

Risk assessment studies considering the failure of embankment dams often require the prediction of basic geometric and temporal parameters of a breach, or the estimation of peak breach outflows. Many of the relations most commonly used to make these predictions were developed from statistical analyses of data collected from historic dam failures. The prediction uncertainties of these methods are widely recognized to be very large, but have never been specifically quantified. This paper presents an analysis of the uncertainty of many of these breach parameter and peak flow prediction methods. Application of the methods and the uncertainty analysis are illustrated through a case study of a risk assessment recently performed by the Bureau of Reclamation for a large embankment dam in North Dakota.     

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本文提供了计算凝析油当量气体体积的方法，并用于凝析气藏的凝析油含量，凝析油和干气地质储量的计算。     

对数型产量衰减曲线方程的建立与应用

在产量衰减曲线方程的基础上，通过数学推导，得到了一种对数型产量减曲线方程。方程既可以用来预测油气田整个开发阶段的指标，又可以比较准确的测算油气田的可采集量。对国内外一些油田的实际应用表明，对数型产量衰减曲线方程是十分实用和有效的。     

标准椅全身计数器对不同年龄组均匀体模源全能峰效率的刻度

本文介绍了用标准液体源均匀充入聚氯乙烯制的体模,刻度标准椅全身计数器〔φ8″×4″(NaI)〕的方法和结果。分别就代表6个年龄组的体模,测定了标准椅全身计数器对5种能量(364,637,898,1460和1836keV)γ射线的全能峰效率;给出了全能峰效率与γ射线能量和被测对象体重的关系曲线。     

低渗透油藏超短周期间歇注水方式研究

大港油田南区低渗透油藏两相共渗区窄，注水开发短期内含水上升迅速，根据间歇注水理论，并借鉴国内外油田的实验经验，1998年在舍女寺油田女20、女34区块开展超短周期（周期0．5－5d)间歇注水试验。总结不同注水周期和频率及油并不同含水级别对其效果的影响。认为超短周期间歇注水可改善油层动用状况，对中、低含水受益油井之注水井有较好的适用性，为低渗透油藏注水开发提出了一种经济有效的方法。图1参（王学立摘）。     

燃气空调的优势及对燃气和电力调峰的意义

分析了天然气季节性调峰的各种手段，指出燃气空调的技术经济优势，以及发展燃气空调对于电力和燃气系统季节性调峰的作用。     

Bridge design with reserve and residual reliability constraints

System reliability is evolving as an important design method for selecting components and topology. It should be used to investigate the original intact structure behavior as well as providing sufficient reserve capacity under likely accident and damage scenarios. Highway bridges are an area of special concern since effort to optimize the cost of construction may not provide adequate redundant capacity. The paper describes an example in which a typical girder bridge structure is optimized (both size and girder spacing) to achieve target system performance. System reliability constraints are imposed on the behavior of the intact structure under highway loads. Also, residual system reliability constraints are imposed to control safety under specified accident scenarios corresponding to damage and “lost” members due to corrosion, fatigue, fire or accidental collisions. An optimal design framework for controlling safety under all these life cycle situations is thus provided.