本文简要介绍了存储式井温仪的工作原理，重点分析了存储式井温仪在产出剖面测井中的应用效果，并与环空井温压力短节测试出的井温曲线进行对比，阐述了存储式井温仪在产出剖面流温测试中的优越性。

This paper briefly introduces the working principle of the storage type well thermometer,Selectively analysed the application effects of the storage type well thermometer in production profile logging ,compared with the well temperature curve from the well temperature and pressure nipple, Expounded the superiority of the storage type well thermometer in the flow temperature of production profile.

实验室测得的相对渗透率曲线仅代表了井点取心段的流动特征,往往与实际生产特征不符,需要在数值模拟历史拟合阶段进行校正,该过程繁琐且耗时耗力。文中提出了一种利用非线性优化理论校正相对渗透率曲线的方法。该方法假定油水相对渗透率呈广泛使用的指数函数关系,通过理论计算与实际含水-采出曲线进行拟合,确定相对渗透率曲线关系式。该方法需要参数少,计算方便、速度快。通过吐哈油田温西3区块历史拟合后的相对渗透率曲线验证,校正后的相对渗透率曲线与历史拟合相对渗透率曲线更吻合,表明校正方法是可行的。校正后的相对渗透率曲线具有较好的代表性,形态良好,克服了曲线上凸。通过新的油水相对渗透曲线计算的理论含水率-采出程度曲线与实际曲线拟合较好,符合实际生产的需要,具有一定的理论和应用价值。

The relative permeability curves from laboratory measurement only represent the flow behavious of core sample and commonly do not accord with the real flow behaviors ,thus they need to be corrected through history matching .How-ever ,the process of history matching is time-consuming and labor-intensive .The current study introduces a new method to correct the relative permeability curves based on the nonlinear optimization theory and accurate experimental endpoint . Based on the assumption that the relative permeability satisfies the exponential function ,the theoretical water cut-recovery curve (fw-R) is fitted to the actual fw-R curve to obtain relative permeability curves .The new method requires fewer pa-rameters and is simple and faster .Application of the new method to Turpan-Hami Oilfield WENXI 3 block shows that the the corrected relative permeability curves fit better with the calculated relative permeability through history matching ,in-dicating this correction method is feas

张集煤矿副井井深280.52-449.69m段有一单层厚度达169m的超厚粘土层,以膨胀性厚粘土为主,为目前国内穿越单层粘土最厚的立井。根据该井筒内、外层井壁厚度及混凝土强度等级的不同,共布置6个监测水平,对粘土层冻结壁与井壁温度场进行了实测研究。结果表明,受混凝土初期水化放热与冻结管冷量供应的影响,外壁温度变化曲线明显呈现3个阶段,即线性快速增长阶段、非线性快速下降阶段和趋于稳定阶段。冻结壁内部温度变化趋势相对较平缓,始终处于负温状态。邻近井帮冻土在外壁混凝土浇筑后的2d内,达到最大融化距离,为200mm左右。邻近井帮融土在外壁混凝土浇筑后的12-14d内,首先进入负温状态,即产生回冻现象。在冻结壁与外壁间铺设泡沫塑料板,可在一定程度上减小混凝土水化放热与冻结管冷量供应间的相互影响。

An auxiliary shaft of Zhangji Mine was a deep mine shaft.There was an ultra thick clay stra-tum with a thickness of 169m located in the mine shaft at a depth section from 280.52~449.69m.The ultra thick clay stratum was swelling thick clay mainly and was a single highest thick clay stratum pas-sed by a mine shaft in China.According to the thickness of the mine internal and external shaft liners and the different grade of the concrete strength ,there were 6 monitoring and measuring levels set in the mine shaft and a site measurement study was conducted on the temperatures fields of the freezing wall and the mine shaft liner in the clay stratum.The results showed that due to influenced by the ini-tial hydration heat emission of the concrete and the refrigeration supply of the freezing pipe ,a tempera-ture variation curve of the external shaft liner would have three stages obviously and they were a linear rapid increasing stage ,nonlinear rapid decreasing stage and stable stage.An inner te

为解决固井降滤失剂普遍存在的抗温能力差、与其他外加剂配伍性欠佳以及综合性能差等问题，选用2丙烯酰胺基2甲基丙磺酸（AMPS）、N ，N 二甲基丙烯酰胺（DMAM）和丙烯酸（AA）为共聚单体，采用水溶液聚合法制得共聚物AMPS／DMAM／AA。对共聚物AMPS／DMAM／AA的微观结构进行了分析，并对其性能进行了评价，结果表明：各单体都参与了聚合，共聚物分解温度为380℃；淡水基浆中该共聚物加量超过3％时，在温度不高于120℃时，可将滤失量控制在100 m L以内，且水泥浆初始稠度低，过渡时间短，稠化曲线线形良好，抗压强度适中，没有过度缓凝现象；饱和NaCl盐水基浆中该共聚物加量超过4％时，可将滤失量控制在80 mL以内。这表明AM PS／DM AM／AA共聚物降滤失剂的抗温、抗盐能力强，与其他外加剂、尤其是高温缓凝剂配伍性好，以该共聚物为降滤失剂的水泥浆具有很好的综合性能。

In order to improve the temperature‐resistance performance of some domestic fluid loss addi‐tives and to understand their poor compatibility with other additives as well as their comprehensive proper‐ties ,a cement fluid loss additive was synthesized using monomers acrylic acid (AA) ,2‐acrylamido‐2‐meth‐yl‐propane sulphonic acid (AMPS) and N ,N‐dimethyl acrylamide(DMAM)through aqueous solution poly‐merization .The micro‐structural characterization of AMPS/DMAM/AA was analyzed and its performance was tested .The result showed that copolymer AMPS/DMAM/AA has the structure of all monomers and can resist high temperatures up to 380℃ .When the amount of AMPS/DMAM/AA was more than 3.0 % , the filtration of fresh‐water cement slurry can be reduced to less than 100 mL .Moreover ,the cement slurry has excellent properties such as low initial consistency ,short transition time ,good thickening curve without far delayed solidification and appropriate compressible strength .

通过轨温变化现场测试研究重载铁路高密度行车条件下直线和曲线地段轨温变化规律。试验结果表明:重载列车经过时,钢轨的温度由于受到列车风作用先降低,经过一定时间后升高;钢轨温度增加幅度自轨头、轨腰至轨底依次减小;大气温度不同列车通过时轨温变化也有所差异;列车通过直线段和曲线段的轨温变化趋势基本相同,但是曲线段钢轨的温度要比直线段钢轨温度高2℃左右。

The paper carries out in-situ measurements on the rail temperature of both straight and curve sections on highly-intense heavy haul lines and endeavours to conclude the changing patterns. The results indicate that as the train passes by,the rail temperature goes down first due to the wind included and then climbs up afterwards,during which the changing range tends to go down as the measurements moves from the rail head to the rail base. At the same time,environmental temperature is also found to be an influential factor. Also,it should be noted that although the changing patterns for straight and curve sections are found roughly consistent,the temperature measured at the latter is approximately 2℃ higher than that of the former.