套管钻井
套管钻井概述

套管钻井是指在钻进过程中,直接采用套管取代传统的钻杆向井下传递机械能量和水力能量,井下钻具组合接在套管柱下面,边钻进边下套管,完钻后作钻柱用的套管留在井内作完井用。
套管钻井技术将钻井和下套管合并成一个作业过程,钻头和井下工具的起下在套管内进行,不再需要常规的起下钻作业,由此给钻井作业带来了很大的益处:节省起下钻时间;提高井身稳定性和井身质量,节省洗井时间;减少井下事故;改善井控状况;有效保护储层,提高单井产能;节省与钻具有关的采购、运输、检验和维护等带来的费用。
特别是在易漏失层、松软地层和孔隙压力变化大的地层,套管钻井具有相当明显的优势。
国外套管钻井技术已经有了十余年的发展,形成了成熟配套的工艺技术,总体上可以分为两大发展方向。
一是以绳索回收技术为基础的回收式套管钻井技术,这一方向以加拿大TESCO公司为代表;二是以美国Weatherford公司所属技术为代表的可钻式一次性套管钻头技术。
可回收式钻具组合套管钻井技术和可回收式尾管钻井技术均为TESCO公司所有。
由于要通过钢丝绳下放和回收井底钻具组合,所以需要改变钻机游车结构,使钢丝绳从顶驱顶部接入。
另外,TESCO公司专门设计了套管驱动器,用以夹持套管并驱动套管转动。
井下可回收式钻具组合系统由起下工具、井下钻具组合和坐底套管三部分组成。
起下工具包括打捞矛、震击器和加重杆等工具。
其中打捞矛可以与井下钻具组合连接、锁紧和松开,用来将井下钻具组合坐放到井底的坐底套管上或者起出井下钻具组合。
井下钻具组合包括钻头、扩眼器、钻井锁、稳定器、液压马达、随钻测量仪器和旋转导向系统等。
钻井锁是井下钻具组合的核心部件,由轴向锁定器、扭矩锁定器和定位止销组成,可以在套管柱与井底钻具组合之间传递扭矩和轴向载荷。
坐底套管位于套管柱末端,由扶正器、套管锁定短节和套管鞋等组成。
钻进时,井下钻具组合通过钻井锁锁定在坐底套管的锁定短节上,形成套管钻井总成。
用套管和可回收式钻具钻井时,要求切削结构要小到能够穿过套管同时又能钻出比套管外径大的井眼,这是通过小直径的领眼钻头和后面的管下扩眼器来完成的。
套管钻井

4 套管钻井技术的应用现状
4 套管钻井技术的应用现状
另外四口井位于美国的同一个油田,是用9 5/8″套 管钻12 1/4″的表层井段。将BHA由铣齿领眼钻头+牙 轮管下扩眼器换成铣齿领眼钻头+PDC管下扩眼器, 钻井效率不断提高,最终超过了常规钻井方法,如图 4所示。
4 套管钻井技术的应用现状
(2)锁紧装置。由轴向锁定装置+止动爪+扭矩锁定装置组成。这部分 结构与套管柱最下面一根套管内壁上的啮合面锁定,将套管柱的动力 和部分重量传递到领眼钻头和管下扩眼器上。
1 套管钻井设备
注:
1---回收头 2---密封件 3---旁通孔
4---轴向锁定装置 5---止动爪
6---扭矩锁定装置 7---分隔接箍
4 套管钻井技术的应用现状
美国的其中一口井用7″套管钻至6480英尺(1925米)。 1999年6月,墨西哥北部一家大石油公司使用5
1/2″Hydrill 系列500型521接头连接的N-80套管(线重量17磅/ 英尺=247.9N/m)成功地钻了1633米的以页岩为主的地层,这 段地层自250米开始到1883米结束。这口井中的1883米~2850 米之间的井段是用4 3/4″钻头+2 7/8″N-80套管(线重量为17磅 /英尺=0.248kN/m)钻出的。
2 TESCO公司的套管钻井方案
2 TESCO公司的套管钻井方案
2 TESCO公司的套管钻井方案
2 TESCO公司的套管钻井方案
2 TESCO公司的套管钻井方案
2 TESCO公司的套管钻井方案
2 TESCO公司的套管钻井方案
2 TESCO公司的套管钻井方案
2 TESCO公司的套管钻井方案
套管钻井技术介绍

2.
套管钻井技术分类
套管非旋转类 套管旋转类
一、套管钻井技术概述
3.
套管钻井适用范围
1997年在美国South Texas LOBO 地区使用; 各种直井、定向井、水平 井和开窗侧钻井中; 套管尺寸φ 4-1/2”~133/8”, 已钻900多口井,井深范围 在2286-3962m。
牵引型绞车 下入和起出BHA 司钻操作 绞车提升能力:14吨 安全系数: 3.0
二、套管钻井系统介绍
1、TESCO系统地面设备
(6)钢丝绳防喷器
安装在顶驱上面; ቤተ መጻሕፍቲ ባይዱ基本用途是在钢丝绳作 业过程中控制井涌; 在循环泥浆的同时允许钢 丝绳的下入和起出。
二、套管钻井系统介绍
2、TESCO系统井下工具
二、套管钻井系统介绍
1、TESCO系统地面设 备
(4)、分离式的游动滑车 钢丝绳是用来下如和收 回井下钻具串的,分离 式的天车和游车能使钢 丝绳通过天车,游车、 顶驱和驱动头进入套管 内,在进行钢丝绳作业 的时候可以建立循环 。
二、套管钻井系统介绍
1、TESCO系统地面设 备
(5)钢丝绳绞车
套管钻井技术介绍
主要内容
一. 二. 三. 四. 五. 六. 七.
套管钻井技术概述 套管钻井工作原理 套管钻井对设备的要求 套管钻井对套管的要求 套管钻井应考虑的工程问 题 套管钻井相关技术问题 国内套管技术发展状况
一、套管钻井技术概述
1.
套管钻井技术定义
直接采用套管向井下传递机械能量 和水力能量; 井下钻具组合接在套管柱下面,边 钻进边下套管; 完钻后作钻柱用的套管留在井内作 完井用; 套管钻井技术将钻进和下套管合并 成一个作业过程; 钻头和井下工具的起下在套管内进 行,不再需要常规的起下钻作业。
套管钻井技术

2.尾管钻具组合
在压差很大的地层间用常规钻井技术钻进时,会出现严重的压差卡钻和 钻井液漏失,造成井壁坍塌、掉钻具等事故甚至弃井尾管钻井技术就是 针对这一难题开发出来的。
3.可钻钻头套管钻井
套管钻井应用可钻钻头(也称为钻鞋)是按照预期设计钻达目的层后直 接进行固井工作,不必将钻头提出地面,因此可继续钻进,钻进钻头只要 破碎(钻穿)上一级钻头,即可继续钻进下部地层进行下一井段钻井。该 钻井方法目前已经应用于软地层和中硬地层套管旋转带动钻头转动,钻 鞋破碎岩石机理与常规钻井中PDC钻头破岩机理相似。
套管技术的优点
⑴缩短了起下钻时间
⑵节省了钻杆和钻铤的采购、运输、维护和更换的费用
⑶起下钻杆时对井筒内的抽汲作用和压力脉动被井筒内的套管消除了
⑷用钢丝绳提起井下钻头时,减弱了钻屑的聚集,并保持了泥浆的连续 循环。在很大程度上控制了井涌的发生
⑸提高了水力参数、环空上返速度及清洗井筒的时间
⑹钻机结构得到了简化
套管钻井定义
在钻进过程中,直接用油井套管取代传统的钻杆 向井下传递机械能量和水力能量,边钻进边下套管,完 钻后作钻柱用的套管留在井内用来完井。套管钻井 技术把钻进和下套管合并成一个作业过程,钻头和底 部钻具组合的起下用钢丝绳在套管内完成,不再需要 常规的起下钻作业.
钻井方式
一是使用地面驱动机械做动力源,来带动套管旋 转钻进,扭矩通过套管传递给钻头。这种方式就要 求套管及其螺纹要有极高的连接强度;另一种是采 用井下动力钻具进行钻进,这种方式使套管的受力 状况有所改善。
第三代钻鞋:原貌
第三代钻鞋:刀翼胀开
套管钻井技术已发展到了一个较高的水平,主要
表现在以下几个方面:
(1)研制并成功制造出了性能较为稳定的新型套管钻机; (2)研制了各种尺寸的专用钻头; (3)研制并成功使用多种随钻扩眼器; (4)建立了各种尺寸和工况条件下的水力模型; (5)形成了一套较为先进的套管钻井设计技术; (6)形成并完善了套管钻井井眼轨迹控制技术及相关软件开发; (7)套管钻井固井技术及有关工具的研制; (8)已经能够成功完成各种直井"定向井"水平井的钻井任务; (9)形成了高性能钻井液“完井液技术。
钻井套管分类

钻井套管分类钻井套管是石油工程领域中的重要设备,它在油井钻进过程中起到了关键的作用。
根据不同的分类标准,钻井套管可以分为以下几种类型。
一、按照用途分类1. 生产套管:生产套管是用于油井生产阶段的套管,其主要功能是保护油管和油井壁,确保油井的安全稳定运行。
生产套管通常由高强度的合金钢制成,具有抗腐蚀、耐高温等特点。
2. 冻结套管:冻结套管是一种特殊类型的套管,它主要用于在油井钻进过程中,对地层进行冻结,以防止井壁坍塌。
冻结套管通常由特殊的冻结剂填充,通过冷却来实现地层的冻结。
3. 安全套管:安全套管是用于保护油井的环境和人员安全的套管,它通常安装在油井的顶部,起到防止井喷、防止地层污染等作用。
安全套管一般由高强度的钢管制成,具有耐高压、耐腐蚀等特点。
二、按照结构分类1. 连续套管:连续套管是由多段套管组成的套管系统,每段套管通过螺纹连接起来,形成一个完整的套管管柱。
连续套管主要用于井下固井作业,以保证油井的安全和稳定。
2. 隔水套管:隔水套管是一种特殊的套管,它主要用于在油井钻进过程中,隔离不同层位的地层水。
隔水套管一般安装在油井的底部,通过密封和隔离地层水,保证油井的正常生产。
3. 扩张套管:扩张套管是一种可以扩大直径的套管,它通常由两部分组成,内部是一个可伸缩的套管,外部是一个固定的套管。
扩张套管主要用于油井修井作业,以增加油井的产能和改善油井的生产状况。
三、按照材料分类1. 钢套管:钢套管是最常见的一种套管,它通常由高强度的合金钢制成,具有优良的耐压、耐腐蚀等性能。
钢套管广泛应用于石油勘探和开发领域。
2. 塑料套管:塑料套管是一种新型的套管材料,它通常由聚合物制成,具有轻质、耐腐蚀等特点。
塑料套管主要用于浅层油井或者特殊环境下的油井。
3. 复合套管:复合套管是一种由不同材料组成的套管,它将不同材料的优点结合起来,具有高强度、耐腐蚀等特点。
复合套管主要用于特殊环境下的油井,以满足特殊的工作要求。
钻井套管分类

钻井套管分类
钻井套管是石油钻井中的一种重要工具,其主要作用是保护井壁、防止井壁坍塌、控制井涌等。
根据不同的应用场景和要求,钻井套管可以分为多种类型。
1.套管分类
按照管道的直径和厚度的不同,可将套管分为多种类型。
一般来说,套管分为生产套管(生产钻井套管)、中间套管、防漏套管、固
井套管等。
2.套管材料分类
按照套管的材料不同,可将套管分为多种类型。
目前,套管的主要材料有碳钢、合金钢、不锈钢等。
其中,合金钢套管具有抗腐蚀性能优异、耐高温性好等特点,被广泛应用于海洋石油勘探等需要在极端环境下使用的场合。
3.套管用途分类
根据套管的用途不同,可将套管分为多种类型。
例如,生产套管用于油井生产过程中,起到固定地层和保护井眼的作用;防漏套管用于防止油井漏油;固井套管用于固井作业中等。
4.套管连接方式分类
按照套管的连接方式不同,可将套管分为多种类型。
目前,套管的连接方式主要有螺纹连接和非螺纹连接两种。
其中,螺纹连接具有连接简单、易于拆卸等优点,因此被广泛使用。
非螺纹连接则被广泛应用于高压、高温等特殊情况下的井下作业。
总之,钻井套管根据不同的分类标准,可以分为多种类型。
在实际的钻井作业中,选择合适的钻井套管类型,能够提高钻井的效率和安全性。
套管钻井

四、套管钻井特点
套 管 钻 井 缺 点
(1)套管螺纹强度差,套管承受的扭矩大,易出问题。 (2)深度受到一定得限制,主要用于浅井。 (3)环空间隙小,可能堵塞和卡钻事故。 (4)井底钻具组合密封失效问题突出。 (5)钻井时加大钻压(一般>30KN)套管易发生屈曲变形 (6)强度较差,交变应力下较套管更易疲劳。 (7)因套管屈曲变形而易产生井斜、套管磨损及横向振动 (8)套管易磨蚀。因旋转使外壁受到磨损,其外防腐层容 易脱落。
成 果 效 益
我国套管钻井技术现状:
• 2002年1月,中国海洋石油与威德福合作在渤海和南海东部成功应 用了套管钻井技术(见实例2)。 • 2003年11月中石油吉林石油责任有限公司开展了陆上表层套管钻井 先导性试验工作,并取得了成功,所用套管为7″×6.91mm的J55套 管,施工井深300mm。
三、套管钻井设备及技术参数
1、套管钻井设备:
套管钻井 动力传递系统 套管扶正器 (Stab Master) 可钻式钻鞋 (DrillShoe)
*
三、套管钻井设备及技术参数
1.1、可钻式钻鞋:
套管钻鞋特点:
(1)薄的碳化钨切削齿。 (2)优化的喷嘴布置。 (3)镶嵌碳化钨块保径。 (4)PDC钻头或牙轮钻头可钻式。 (5)规格: 7” casing x 8-1/2” ; 9-5/8” casing x 12” 或 10-5/8”; 13-3/8” casing x 17”; 20”casing x 24”
◆第二代钻鞋的地层适应性:
第二代钻鞋可用于在软到中等硬度的地层中钻进 (无侧限抗压强度在8000psi以下的岩石中钻进)。
◆第三代钻鞋的地层适应性:
第三代钻鞋具有广泛的适应性,可以在中硬及硬地层 (无侧限抗压强度在15000psi以下的岩石)中使用。在 这一方面其性能可以与PDC钻头相媲美。
套管钻井

成 果 效 益
我国套管钻井技术现状:
• 2002年1月,中国海洋石油与威德福合作在渤海和南海东部成功应 用了套管钻井技术(见实例2)。 • 2003年11月中石油吉林石油责任有限公司开展了陆上表层套管钻井 先导性试验工作,并取得了成功,所用套管为7″×6.91mm的J55套 管,施工井深300mm。
套管钻井设备及技术参数套管钻井设备及技术参数大纲概述概述研究背景研究背景套管钻井特点套管钻井特点1122334455套管钻井应用及发展前景套管钻井应用及发展前景一概述?基本概念套管钻井技术是指在钻井过程中直接利用套管代替钻柱来完成钻井作业即用套管代替钻杆和钻铤来对钻头施加扭矩和钻压做到边钻进边下套管钻完后套管留在井内作完井用的一种钻井技术
Tesco 套管钻井系统
通过钻具组合上部的钻井 锁对钻具和套管井陉机械 连接和液压密封,同时在 套管柱处安装了一个嵌入 和取出的装置(如管下扩 眼器、泥浆马达、取芯工 具或导向系统等
可导向尾管 钻井技术
二、研究背景
• 国内发展现状 :
◆吉林油田开展了不更换钻头套管钻井技术的研究,建立了适应 转盘钻井驱动方式的浅井开发井套管钻井工具配套系统,解决 了国内陆上油田在现有钻井设备条件下实施套管钻井的难题。 ◆胜利石油管理局研制了满足套管钻井现场应用要求的偏梯形特 殊螺纹套管、可钻式钻鞋、井口套管快速连接器等一系列配套 工具。 ◆大庆油田开展了尾管钻井技术研究和试验。 ◆中国石油勘探开发研究院开发了适合套管钻井方式的套管驱动 器和钻头丢手。
第一部分:钻鞋内胎
第二部分:刀翼和切削齿
Drillable Copper Nozzle (可钻式铜质喷嘴)
第五部分:水眼、喷嘴
第三部分:保径块
Tungsten Carbide Gauge Pad (镶有碳化钨小块的斜列式条 形保径垫)
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SPE-158245-PPElectromagnetic Measurements While Drilling: A Telemetry Solution for Casing While DrillingM Zarir Musa, Dian Semesta Bt Abdul Aziz, Heru Hermawan and Trigunadi Budi Setiawan, Petronas, Ilen Kardani, Mohd Azlan Shah Askar Ali, and Rosli Sidek, HalliburtonCopyright 2012, Society of Petroleum EngineersThis paper was prepared for presentation at the SPE Asia Pacific Oil and Gas Conference and Exhibition held in Perth, Australia, 22–24 October 2012.This paper was selected for presentation by an SPE program committee following review of information contained in an abstract submitted by the author(s). Contents of the paper have not been reviewed by the Society of Petroleum Engineers and are subject to correction by the author(s). The material does not necessarily reflect any position of the Society of Petroleum Engineers, its officers, or members. Electronic reproduction, distribution, or storage of any part of this paper without the written consent of the Society of Petroleum Engineers is prohibited. Permission to reproduce in print is restricted to an abstract of not more than 300 words; illustrations may not be copied. The abstract must contain conspicuous acknowledgment of SPE copyright.AbstractCasing-while-drilling (CWD) operations have become a well-known technology used to minimize drilling time and reduce the AFE budget. A major oil and gas company has drilled several wells in Malaysia by using this technology, which has proven to be a cost-efficient strategy, particularly in the batch drilling process.Past CWD operational experiences have demonstrated stark differences when compared to conventional drilling in terms of wellbore surveying and formation evaluation. Weak and noisy signals from mud-pulse telemetry specific to the CWD environment were primary issues that required a significant amount of rig time when acquiring measurement-while-drilling (MWD) and logging-while-drilling (LWD) data.In fact, several significant challenges were encountered. First, the mud-pulse signal, which traverses from downhole (MWD) to the surface, somehow dampened out. Although various types of mud-pulse telemetry systems have been used, significant problems remain. In addition, the signal transmission worsened when seawater was used as the drilling fluid, resulting in non-productive time owing to the provisioning of change-out tools with different configurations for mitigation and trial-and-error purposes. Finally, overall drilling efficiency was reduced as a result of poor signal detection and capturing.Electromagnetic (EM)-MWD used in combination with gyro-while-drilling (GWD) was identified for implementation when drilling four wells using Tesco CWD technology in the Erb West field. The mud-pulse and electromagnetic telemetry systems were executed as a pair to compare captured signal strengths in the same environment (i.e., directional CWD with seawater drilling fluid).After drilling ceased, the generated results proved that EM-MWD is a viable technology that can be used to overcome signal attenuation issues in a CWD operation. Most importantly, such application reduced rig time by 3.9 days, which contributed to 26% of the cost saving for the surface section drilling by having trouble-free MWD signal detection and faster drilling operation. It also minimized health, safety, and environment (HSE) risks by reducing the time spent on rig activities, as well as established a working model of EM-MWD-CWD.IntroductionThe Erb West field is situated offshore of Borneo, about 80 km to the northwest of Kota Kinabalu, the state capital of Sabah, East Malaysia (Fig. 1). The field is operated by a major oil and gas company in Carigali Sdn. Bhd. as a subsidiary of Petroliam Nasional Berhad. The Erb West general structure consists of a domal NE-SW trending anticline divided in four fault blocks by three major east-west trending faults.The main prospective sequences, the N sands containing the main part of the oil reserves, are deposited in a shallow marine environment in the Middle Miocene. The intercalation of the sand and shales is clearly visible on the log shown in Fig. 2. The shales separating the sands are generally continuous field-wide. As of 2012, a total of 48 wells have been drilled, inclusive of the latest revisit program rolled out at EWDP-B.Project ChallengesIn developing brown fields, the most common challenge is the selection of a cost-effective and low-risk technology. Therefore, the main objective given was to significantly improve total field production while minimizing the drilling budget use without jeopardizing HSE and wellbore quality.2 SPE-158245-PPSome aspects that influence and lower drilling costs are listed below:1.Optimize drilling ROP: high-drilling ROP should be supported by a good hole-cleaning practice, minimizingstationary pipe, ensuring fast connection times, and avoiding cuttings settling.2.Minimize survey time: minimize the survey period via tool deployment that eliminates idling during survey executionfrom mud-pulse MWD.The following lists the typical problems that occured in the previous drilling campaigns:1. Stuck Pipe. There have been some cases where the drillpipe and casing became stuck at shallow depths owing toformation stability. Despite depletion of zones, there were no major differential wall-sticking problems duringprevious campaigns.2. Accidental Sidetrack. Owing to soft formation at shallow depths, sidetracking was a real risk when opening pilotholes. There were some notable sidetracking incidents while opening the 8-1/2–in. pilot hole to 17 1/2 in.3. Damaged Drilling Bit. Several bit trips were required because of premature wearout before reaching the targeteddepth. Shale inter-bedded with limestone stringer formation was the main factor that substantially reduced bitendurance.4. Washout. This problem was noticeable during the early Erb West drilling campaign in the deeper section of mostwells.5. Hole Stability. Shallow, soft formations have resulted in hole packoffs and stuck drillpipe and casing.Based on these factors, the CWD technology was identified as a key enabler solution for the latest drilling campaign.Ultimately, its application proved to reduce rig time, avoid NPT related to wellbore stability, eliminate the need for drillingmud in the top hole by using seawater instead, reduce the total AFE budget, and guarantee that the casing would be set at thedrilled depth.However, previous experiences of CWD applications within the company had demonstrated some issues pertaining to toolreliability and operational difficulties. Mud pulse generated from the MWD tool suffered from excessive noise, as well as lowsignal strength. Occasionally, the time to take a survey was long as 20 minutes because the limitation on mud pulse as a signalstrength will become weak in CWD because casing ID is larger than the drill pipe ID in normal drilling operations. This hadexposed the drilling operation to the potential risk of a stuck-pipe event and several other issues associated with the pipe beingstationary.Consequently, the number of surveys had to be reduced as a result of the inability to rectify and demodulate the signal atsurface system. The lack of survey measurements taken had introduced less directional control and increased the uncertainty ofwellbore positioning. Directional drillers could not steer the well to the planned well trajectory if the toolface data required tonavigate the well was not available. This signal detection problem was compounded if seawater was used as a drilling fluid.A significant amount of NPT was incurred to rectify the problems related to MWD signal decay during CWD operationeither by changing out the BHA or reconfiguring the setting while the BHA remained in hole. On a separate case from anotherproject, similar MWD signal problems led the company to abandon CWD operations and switch to conventional drilling. Thisevent hampered the team’s initiative to cut down the flat time of the drilling curve.The number of operational adversities led to a collaborative decision from the operator and services companies to deploycasing-while-drilling technology with the use of EM-MWD. This combination of technologies was propounded to meet thecriteria to improve drilling ROP while minimizing idle time while taking the survey. Another advantage of EM-MWD was forthe directional driller to use the toolface reading while the pump is off or during the connection time; thus, less time is wastedin adjusting the toolface prior to initiating steering.Engineering Design and PlanningWith EM-MWD, an electromagnetic signal was transmitted by the propagation of electromagnetic waves through theformation with the drillstring and casing acting as a wave guide. The MWD tool created the electromagnetic wave by creatinga current through a differential of potential at the level of the emitting sub. The current was transmitted into the formationthrough the annulus, and the EM wave then propagated through the formation. The signal was captured on the surface betweentwo antennas; one was connected to the BOP, and the second antenna was connected via the earthed stake in the ground foronshore or an anchor on the seabed for offshore (Fig. 3).Pre-modeling was done for both conventional drilling with a drillpipe and CWD to check on the estimated signal strengthand depth range; the model showed that signal strength for CWD was higher than for conventional drilling. The model alsoshowed that tool was capable of emitting sufficient electromagnetic energy to overcome the attenuation resulting from theformations in the field.There are three main components of EM-MWD, including the Upper Sleeve, Insulated Annular Gap, and Lower Mandrel.The insulated “gap” is created by a ceramic, annular coating that electrically isolates the upper sleeve from the lower mandrelSPE-158245-PP 3 after they were mechanically shrunk together to form the antenna collar. This tool has dual functions as both transmitter andreceiver (Fig. 4).The surface system connected to a remote antenna, or a cluster of antennas, consists of a computer, signal processor, andamplifier (Fig. 5). The downhole components vary by the MWD services required by the core of the EM-MWD system in theEM probe itself. The EM-MWD probe received and relayed commands from the surface. It also gathered and sent data to thesurface based on operator-set parameters. The drillpipe acted as a dipole antenna for the EM signal to be carried to and fromthe downhole tool. A repeater may be used in areas of high-signal attenuation or at extended depths.EM-MWD does not have any moving parts compared to the mud-pulse telemetry, which contained pulser and/or turbineparts to give almost no limitation for the LCM to be pumped through EM-MWD (Fig. 6). This robust design had placed EM-MWD at a higher level of reliability compared to the mud-pulse telemetry. As for transmission speed, EM-MWD can providerates 3 to 4 times greater than mud-pulse telemetry during CWD operations. This transmission rate can be adjusted whiledrilling by downlinking the process to optimize the signal strength and surface demodulation.Signal propagation is dependent on the nature (resistivity) of the formation traversed by electromagnetic waves on thefrequency of the waves carrying the information. A limitation in the application of the electromagnetic telemetry systemresulting from the depth and lithology has traditionally been overcome through the implementation of a signal repeater(booster).A detailed engineering study was performed from the Job Safety Analysis, Risk Assessment, and breakdown to a step-by-step set of operations. Tool, procedures, and personnel planning were discussed and documented for future reference, as it wasthe first EM-MWD offshore operations in Malaysia. Setting up the equipment offshore, such as installing the antennas,mounting receivers, making up the BHA, and downlinking process, were explained in detail to all parties. Numerous meetingswere conducted in the office, workshop base, and at the rig site to help ensure that the job was done safely and efficiently.Gyro while drilling (GWD) was used in this project to anticipate the anti-collision issues with other producing wells fromthe same platform. As this was a first-time application for PCSB, mud-pulse MWD was also executed as a pair with EM-MWD for quality assurance and to compare both tools in the same environment. This additional precaution providedsecondary measures against any unplanned trip in the event of failure, as the drilling progress was highly critical for CWD.There would be no interference between EM-MWD against mud-pulse MWD, as both were working in different methods eventhough run in tandem.BHA modeling for CWD was significantly different compared to conventional BHA owing to the nature of CWD that gavea higher friction factor that contributed to the torque and drag value. The hoisting system and Top Drive System (TDS) of therig were evaluated to ensure that the rig could handle the load and torque while drilling. The design limit was the maximumtorque on surface that the casing connection could still handle, as well as the available power from the TDS to transfer thetorque through Casing Drive System (CDS).Operations Results/ExecutionA basket test of all the BHA components was carried out at the base onshore prior to mobilizing the tools to the rig, whichensured the compatibility for both hardware and software for each of the tools (Fig. 7). Communications from each BHAcomponent, EM-MWD mud-pulse MWD-GWD-Resistivity-GR-PWD, were tested and successfully met the standardrequirement.Rigging up the surface equipment was done offline. The most suitable and safest location to deploy the EM winches andsubsea antenna were at the poop deck, starboard side, which would not obstruct the rig operation (Fig. 8). Making up the EM-MWD with the rest of the CWD BHA components took another 3–4 hours, including the surface test. Two antennas and onereceiver were installed and tested, and all processes performed flawlessly.EM-MWD gave 90% continuous detection throughout the run compared to the mud-pulse telemetry, which gave only 40%detection. Looking back at the pre-job modeling, the strength of the signal from the actual operation showed more attenuationas a result of the casing extinction effect. The detection comparison for each well is shown in Fig. 9.With the survey program calling for a borehole survey for every casing joint drilled, a significant time savings wasrecorded owing to the ability of the EM-MWD to transmit data back to surface independent from the rig operations, flow rates,and fluid properties. A survey was taken and transmitted while adding a new joint of casing. The toolface was continuouslytransmitted to surface, thus allowing the directional driller to resume drilling ahead right after connection without waiting for asurvey, as was previously done with mud-pulse MWD. In addition, the directional driller can use the flow rate as they like tooptimize dogleg output of the BHA without any risks of losing MWD survey or LWD data. Because of its attribute of non-mud-based telemetry, it is acceptable by the team plan to use seawater in the surface hole-casing drilling operation.Another advantage of EM-MWD technology with transmission through the casing is the ability to monitor annuluspressure while the pump is off, thus allowing the detection of fluid level in case of any changes in the hydrostatic pressure.The driller can, therefore, act quickly should there be any indication of mud loss or influx while tripping in or out.Three wells were successfully drilled with EM-MWD – CWD technology in the Erb West project, saving a significantamount of rig time and AFE budget. The forth well was drilled conventionally after the team decided to drop the CWD option.A breakdown of the comparison between the conventional operation and EM-MWD – CWD drilling is shown in Table 1. Arange of drilling parameters applied during the operation is shown in Table 2.4 SPE-158245-PPTime Saving for the Entire CWD – EM-MWD in the Erb West Project for Three WellsSurvey time:17 hrs (EM-MWD taking survey during connection)Tool face orientation:4.9 hrs (EM-MWD transmitting toolface during connection)Avoid potential trips:20–24 hrs per well (Mud pulse would likely change out the configuration as getting deeper, which is not the case for EM-MWD)Faster Drilling ROP: 40–45 hrs per well with average of ROP 70 ft/hr compared to the potential slower ROP 30 ft/hrwith mud pulse only.TABLE 1: COMPARISON ON SURVEY TIME BETWEEN EM AND MUD-PULSE TELEMETRY.TABLE 2: DRILLING PARAMETER COMPARISON BETWEEN CWD VS. CONVENTIONAL TO DRILL 17-1/2-IN. SECTION.Drilling Parameter Conventional EW-216 CWD EW-214 CWD EW-215 CWDEW-217 Measured Depth @ TD, ft 3,630 1,849 2,058 1836Footage, ft 3,144 1,362 1,554 1317WOB, kips 20 10 15–20 5GPM 700–1,000 600–1,000 600–1,000 600–1,000RPM (*Casing during orienting)160 20* 30* 40*TFA, in.2 1.084 1.29 1.09 1.74HSI 1.9 1.4 1.9 0.8ROP, Avg ft/hr 70 68 70 200Torque, klbs-ft @ TD 9 17 20 20Drilling Duration 8 days 3.33 days 5.79 days 1.76 daysProject Highlights.1. Zero LTI and zero environmental incidents throughout the CWD operation.2. No downtime caused by EM-MWD telemetry tools.3. Deepest offshore EM run globally at EW-216 recorded depth of 2,578 ft MD.4. No interruption of detection during lost circulation.5. Four wells were drilled by using EM-MWD, three with CWD, and one well with conventional drilling. Comparisonshows EM-MWD having a 90% continuous detection throughout the run, while positive pulse MWD had only 40%.6. Quicker learning curve from the rig crew and MWD crew on the setup, considering the first-time application inoffshore Malaysia in the newly-built rig.Well Total Survey EM SurveyDurationMWD Survey Duration EM Toolface Duration MWD Toolface Duration 18 1 3 minutes per survey EW 21449 0.8 6.5 0.8 2.5 EW 21533 0.4 3.6 0.4 1.3 EW 21713 0.1 0.8 0.1 0.3 EW 216 37 0.10.5 0.1 0.2 2.4 19.4 2.4 7.3 Survey difference(hours) 17 Tool face difference (hours)4.9 Total Saving Time (hours)21.9SPE-158245-PP 5 EM Challenges and In-field MitigationBecause of the fact that this was the first field trial of EM-MWD in an offshore environment, the team had to face someoperational challenges, which were also part of the learning curve in understanding the performance and behavior of thesystem in offshore applications. Listed below are the challenges observed during the entire operation.Casing Extinctions Effect. EM-MWD was susceptible to the casing-extinction effect, whereby signal strength droppedsignificantly when the tools transmitted the data inside casing. In the Erb West operation, the team experienced total loss ofreal-time EM signal. This was more severe compared to the EM offshore experience. As a mitigation step and counter measurein the field, the team had spent some time capturing the survey slowly and verified the toolface with the rig silent environmentprior to drilling ahead until the EM tool was outside the casing.Poor Signal Detection. When drilling with CWD at EW-214, the team had encountered poor EM-MWD signal detection. Itwas also noticed that the level of background drilling noise was very high, specific to that well only, and not seen during EW-217, EW-215, and EW-216. The problem was solved by relocating the antenna at BOP to the adjacent conductor, where agood signal was regained.Rig Noise. Throughout the operation, rig noise was identified as the Achilles’ heel to the EM telemetry performance. It posedadverse effects mostly as a result of the electrical noise over the duration of the project. Post mortem of the operation showedthat the source of the noise came from welding activities as well as from Top Drive noise during the connection. As withmitigation, welding activities on the platform were suspended while drilling activities were ongoing. In addition, the surveytiming sequence was also reconfigured to avoid noise spike during connection.Future Recommendations1.The casing-extinction effect is expected, but severity is more compared to EM onshore operations.To mitigate thecasing-extinction effect, it is suggested to do the following:a.BHA Planning: Place the antenna sub closer to the bit.b.Well planning considerations: Allow for rotating the BHA out of the casing.c.Run the mud-pulse tool on top to obtain TF inside the casing.d.Modify the survey list to improve survey time in the casing.It is recommended that the EM engineering and design team would offer more powerful downhole amplifiers to boostthe signal strength to surface.2. A parted subsea antenna cable was experienced while retrieving back to the rig, so it is recommended to identify andforecast the sea current to know the safe window for retrieving the seabed antenna.3.As the project also used GWD in tandem with MWD, there is a potential survey time improvement that can beimplemented in the future. Some of the future proposals would be to eliminate the duplication of MWD and GWDsurveys on the same list. Furthermore, the survey time can be minimized by modifying the GWD sequence so that thesurvey can be taken immediately to eliminate the 3 minutes waiting period, as practiced in the project.ConclusionThe EM-MWD and LWD system effectively transmitted downhole measurements data while drilling a directional well withcasing. The company identified many advantages for implementing EM-MWD technology for both drilling and sub-surfacerequirements. This success eliminated the problems of providing downhole measurements with casing-while-drillingoperations, which occured in the past. The success also proved that EM telemetry is a better alternative to mud-pulse telemetryfor offshore CWD operations, and, above all, it translates to a 26% of cost savings for the surface section drilling by havingtrouble-free MWD signal detection and faster drilling operations.Continuous data transmission throughout the operations has improved drilling efficiency tremendously, as well as wellborequality. Fast data transmission helped the DDs to steer the well in a smoother trajectory and in a minimum stationary time forconnection, minimizing the risks of getting stuck. Survey and formation evaluation data were available anytime on demandwithout waiting for the pump to recycle or after connection.Now, operators and CWD companies have the EM-MWD option to meet their objectives and drill in the safest and mostefficient manner. This technology was proven to be robust and independent of the downhole noise, which might come fromdrilling tools, downhole vibration, or surface systems. This value has been proven in theErb West project for the company’soperations in Malaysia.6 SPE-158245-PP ReferencesCuauro, A. Ali, M.I., Jadid, M.B., Kasap, E., and Friedel, T. 2006. An Approach for Production Enhancement Opportunities ina Brownfield Redevelopment Plan. Paper SPE 101491 presented at the SPE Russian Oil and Gas Technical Conferenceand Exhibition, Moscow, Russia, 3–6 October.Dawson, G., Buchan, A., Kardani, I., Harris, A., Wercholuk, L., Khazali, K.A., Shariff, A.H., Sisson, K., and Hermawan, H.2010. Directional Casing While Drilling (DCwD) Heralds a Step Change in Drilling Efficiency from a ProducingPlatform. Paper OTC 20880 presented at the 2010 Offshore Technology Conference in Houston, Texas, USA, 3–6 May.Halliburton Energy Services. 2010. “Mercury, EM MWD Field Operations Manual”, Printed in USA.Hocker, C., Track, A., Cao, D., Williams, R., Dupal, L., and Shapiroo, B. 1993. The Acquisition and Processing of VerticalSeismic Profile in Horizontal Wells, Erb West Field, Sabah, Malaysia. Paper SPE 25360 presented at the SPE AsiaPacific Oil and Gas Conference, Singapore, 8–10 February.Janwadkar, S., Klotz, C.,Welch, B., and Finegan, S. 2010. Electronic MWD Technology improves Drilling Performance inFayetteville Shale of North America. Paper SPE 128905 presented at the IADC/SPE Drilling Conference and Exhibition,New Orleans, Lousiana, USA, 2–4 February.Lopez, E., Bonilla, P., Castilla, A., and Rincon, J. 2010. Casing Drilling Application with Rotary Steerable and Triple Comboin New Deviated Wells in Infantas Field. Paper SPE 134586 presented at the SPE Annual Technical Conference andExhibition in Florence, Italy, 19–22 September.Van der Harst, A.C. 1991. Erb West: An Oil Rim Development With Horizontal Wells. Paper SPE 22994 presented at the SPEAsia-Pacific Conference in Perth, Western Australia, 4–7 November.Weisbeck, D., Blackwell, G., Park, D., and Cheatham, C. 2002. Case History of First Use of Extended-Range EM MWD inOffshore, Underbalanced Drilling. Paper IADC/SPE 74461 presented at the IADC/SPE Drilling Conference, Dallas,Texas, 26–28 February.SPE-158245-PP 7 AppendixFig. 1—Situation Map of the Erb West Field – Malaysia.Fig.2—Typical Cross-section of the Erb West Formation.8SPE-158245-PPFig. 3—Location of 2 EM antenna both in at surface BOP and seabed (Left Picture). Antena hooked at seabed with anchor and atsurface BOP (Right Picture).Fig. 4—Three Main Components of EM Transciever Tool Installed in Drilling BHA.Fig. 5—Surface System which Accommodates the EM Antennas.SPE-158245-PP 9Fig. 6—Typical BHA Component using EM Telemetry (Upper Picture). Typical BHA using mud-pulse telemetry, positive pulse type(Lower Picture).Fig. 7—Component of CWD BHA made up together with EM MWD.Fig. 8—Location of Subsea Antenna Winch at Tender Rig Poop Deck.10 SPE-158245-PPFig. 9—Comparison of EM Signal where Red is Expected Signal and Blue is Actual Signal.。