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研究生: 江川毅
Chiang, Chuan-Yi
論文名稱: 降低地層污損之工程研究
Engineering Study of Lowering Formation Damage
指導教授: 謝秉志
Hsieh, Bieng-Zih
共同指導教授: 林再興
Lin, Zsay-Shing
學位類別: 碩士
Master
系所名稱: 工學院 - 資源工程學系
Department of Resources Engineering
論文出版年: 2016
畢業學年度: 104
語文別: 中文
論文頁數: 61
中文關鍵詞: 泥漿浸污鑽井差壓低污損泥漿
外文關鍵詞: Drilling mud invasion, Drilling pressure difference, Low-damage mud
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  • 地層污損是指在鑽井、完井過程中,井眼周遭之油氣層因泥漿浸污的影響,使得滲透率降低之現象。泥漿浸污的污損機制可分為物理因素:由於井內泥漿壓力大於井外地層之壓力,使得泥漿流體中之固、液成份侵入地層孔隙,造成堵塞;以及化學因素:泥漿性質與地層流體之間的反應,如乳化作用,造成地層孔隙內流體性質的改變,使得流動能力下降。
    在鑽井現場作業中,安全因素是第一優先考量,因此對於泥漿柱壓方面往往會遠高於地層壓力,使得泥漿容易因壓力差過大而入侵地層,此外由於泥漿比重的增加,其所含的固粒成份重晶石含量也會增高,使得入侵地層的泥漿會更容易堵塞孔隙,降低地層滲透率,造成地層污損。
    本研究針對工程作業中可以掌控的技術方法及材料方法,進行降低地層污損之研究。在技術方法中,控制泥漿柱壓及地層壓力之間的壓力差,降低其所造成的影響。在材料方法中,研究使用低污損泥漿材料,來達到降低泥漿污損的效果。
    本研究所得之主要結果及結論為:(1)地層滲透率降低程度約從26.2%變化至48.3%,當實驗的壓力差是從290 psi變化至1,016 psi時。(2)原始滲透率較低的砂岩較易受到實驗壓力差的影響,孔隙堵塞較為嚴重,泥漿反排不易。(3)過高的鑽井壓差設計,過高的重晶石使用量,都會使得地層浸污的程度變大。(4)地層壓力預測對於泥漿設計相當重要,生產井的地層壓力預測之正確性可以藉由前期探勘井的調查而有效的提高。(5)當要鑽過生產層時,建議使用改良型PHPA系統泥漿,其比Drilplex系統泥漿更有成本優勢。

    The major results and conclusions from this study are: (1) the reduction on formation permeability is from 26.2% to 48.3% when the experimental pressure difference is from 290 psi to 1016 psi. (2) The low-permeability sandstone formation is more sensitive to the changes of the experimental pressure difference; the serious pore blockage is observed, and the invaded mud is hard to sweep. (3) A high mud weight design and a high amount of barite used in the mud system will make high formation damage. (4) The evaluation of formation pressure is a key factor to the mud system design; for a development well, the accuracy of the formation pressure evaluation can be increased by referencing the investigations of the exploration wells. (5) In engineering practice of low-damage mud using, the modified PHPA mud is better than the Drilplex mud because of the cost. The modified PHPA mud used in a drilling job for the production intervals is recommended.

    摘要 I 致謝 IV 目錄 VI 表目錄 X 圖目錄 XI 符號說明 XIV 第一章 緒論 1 1.1 地層污損成因 2 1.1.1 鑽井泥漿污損機制 3 1.1.2 鑽井差壓影響 5 1.1.3 下鑽擠壓作用(Surging Effect) 5 1.1.4 起鑽抽刷作用(Swabbing Effect) 5 1.2 泥漿固粒 6 1.3 研究目的 6 第二章 文獻回顧 7 2.1 孔隙堵塞機制 7 2.1.1 漸進孔隙堵塞(Gradual Pore Blocking) 7 2.1.2 單一孔隙堵塞(Single Pore Blocking, screening) 8 2.1.3 泥餅造壁堵塞(Cake Forming, straining) 9 2.2 孔隙堵塞及其固粒移動機制 11 2.2.1 無相互作用(No Interaction) 12 2.2.2 孔隙填充(Pore Filling) 12 2.2.3 結合內部橋接以及單一孔隙堵塞(Combined Internal Bridging and Single Pore Blocking) 12 2.2.4 淺層內部橋接(Shallow Internal Bridging) 12 2.2.5 無入侵現象(No Invasion) 13 2.3 機械膚表因子(Mechanical Skin Damage) 13 2.4 鑽井泥漿入侵及地質力學作用污損 14 2.5 地層污損評估 15 2.5.1 膚表因子(Skin Factor) 15 2.5.2 膚表因子類型 17 2.6 鑽井壓差對地層滲透率影響 19 第三章 研究方法及步驟 20 3.1 研究方法 20 3.2 研究步驟 23 3.2.1 地層反應評估試驗 23 (1) 製備階段 25 (2) 浸污階段 28 (3) 評估階段 30 3.2.2 低污損泥漿特性研究 32 第四章 結果與討論 33 4.1 地層反應評估試驗結果 33 (1) 岩心A試驗結果 35 (2) 岩心B試驗結果 37 (3) 岩心C試驗結果 39 (4) 試驗結果比較 41 4.2 低污損泥漿 43 4.2.1 低污損泥漿特性 43 4.2.2 國內案例研究 44 4.3 討論 48 (1) 鑽井壓差對地層污損之影響 48 (2) 低污損泥漿性質對地層污損之影響 49 (3) 泥漿使用成本經濟分析 49 第五章 結論與建議 51 5.1 結論與工程建議 51 5.2 未來研究方向建議 52 參考文獻 53 附錄A 56

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