Relevant bibliographies by topics / Water drilling

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Water drilling'

Author: Grafiati
Published: 4 June 2021
Last updated: 5 February 2022

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Journal articles on the topic "Water drilling"

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Yue, Qian Sheng, Qing Zhi Yang, Shu Jie Liu, Bao Sheng He, and You Lin Hu. "Rheological Properties of Water Based Drilling Fluid in Deep Water Drilling Conditions." Applied Mechanics and Materials 318 (May 2013): 507–12. http://dx.doi.org/10.4028/www.scientific.net/amm.318.507.

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The rheological property of the drilling fluid was one of the focus problems in deep-water drilling, which was widely concerned. In the article, the viscosity-temperature properties of commonly used water soluble polymeric solution, polymeric brine solution, bentonite slurry, polyacrylamide-potassium chloride drilling fluid with different densities and water-base drilling fluid systems commonly used for China offshore well drillings were studied. 4°C-to-20°C viscosity ratio and 4°C-to-20°C YP ratio were used to judge the thickening level of drilling fluids due to low temperature. The experimental results show that on the condition of without considering the influence of pressure on the rheological property of water-base drilling fluid, its viscosity and yield point raised obviously with the decrease of temperature, but the increase level is proximately the same, its 4°C-to-20°C apparent viscosity ratio is basically within the 1.50. Analysis indicates that the viscosity of water-base drilling fluid depends on the viscosity of dispersed media. The performance of water medium determines the viscosity-temperature property of the water-based drilling fluid. It is proposed that in deep water drillings, if a water-base drilling fluid is used, it is not necessary to emphasize the influence of deep water and low temperature on the flowability. On the condition of guaranteeing wellbore stability and borehole cleaning, it is more suitable for using the water-base drilling fluid with low viscosity and low gel strength for deep water well drillings.
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Hoshino, Masashi. "Drilling fluid for deep water drilling." Journal of the Japanese Association for Petroleum Technology 68, no. 5 (2003): 397–403. http://dx.doi.org/10.3720/japt.68.397.

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Furutani, Akito. "Deep water drilling technology." Journal of the Japanese Association for Petroleum Technology 60, no. 5 (1995): 340–48. http://dx.doi.org/10.3720/japt.60.340.

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MIYAZAKI, Eigo. "Deep Water Drilling by the Scientific Drilling Vessel “CHIKYU”." JAPANESE JOURNAL OF MULTIPHASE FLOW 25, no. 3 (2011): 213–20. http://dx.doi.org/10.3811/jjmf.25.213.

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Zazarli Shah, Mohamad Safwan, Arina Sauki, Wan Zairani Wan Bakar, Nurul Aimi Ghazali, and Azlinda Azizi. "Drilling Fluid Design for Shale Gas Drilling." Advanced Materials Research 1113 (July 2015): 617–24. http://dx.doi.org/10.4028/www.scientific.net/amr.1113.617.

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Shale gas nowadays is an important source of unconventional gas. The limited conventional gas supply makes the unconventional sources as a new source of gas. In this research, the aim is to design a mud formulation that can carry out essential functions of mud for shale gas drilling. Commonly for shale gas drilling, water based mud is used. However, water based mud is ineffective when dealing with water-sensitive shale. The alternative way to deal with this type of shale is using synthetic-based mud (SBM) or oil-based mud (OBM). OBM is an effective mud while drilling well. However, it is toxic and gives negative impact to environment. SBM somehow is more environmental friendly compared to oil based and ester is one of the synthetic based fluids. In order to prove this statement, a toxicity test was carried out to investigate the impact of ester based mud on selected marine life. The results of the test were compared with past research results. The ester use in this research is methyl-ester C12-C14 derived from palm oil and the mud was formulated at different oil-water ratios which are 70/30, 80/20 and 90/10, respectively and the best rheological performance can be seen at 80/20 oil-water ratio. Then, the performance of this mud had been compared to other types of mud which are sarapar-based and WBM. The findings revealed that the rheological performance of ester based mud is comparable with common based mud used for shale gas drilling. Apart from that, it is less toxic than other based mud which can maintain 60% prawn’s survival even after 96 hours exposure in 100,000 ppm of mud concentration in artificial seawater.
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Rassenfoss, Stephen. "Drilling Slowdown Sparks Water Trading." Journal of Petroleum Technology 69, no. 11 (November 1, 2017): 30–31. http://dx.doi.org/10.2118/1117-0030-jpt.

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Nemoto, Tetsuya, and Hidefumi Imamura. "Deep-water drilling in Indonesia." Journal of the Japanese Association for Petroleum Technology 60, no. 5 (1995): 374–81. http://dx.doi.org/10.3720/japt.60.374.

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Kerimov, T. M., Kh M. Islamov, N. M. Aliyev, R. M. Zeynalov, and E. A. Kazimov. "Effect of produced water on indicators of drilling muds." Azerbaijan Oil Industry, no. 6 (June 15, 2020): 26–30. http://dx.doi.org/10.37474/0365-8554/2020-6-7-26-30.

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The article deals with the problems associated with the ""invasion"" of produced water into the composition of drilling muds in the process of drilling wells in anomalous conditions. It is marked that various types of complications, particularly, debris and collapses, emersion and adsorption cause very serious problems in the well construction, for the elimination of which large investments are required. For example, drilling mud influenced by produced water was used in some fields of the Republic. The electrical conductivity parameter was estimated based on the carried out research. This indicator allows evaluating the physical-chemical properties of the drilling mud before and after the treatment with formation fluid. It should be noted that the good electrical conductivity of the drilling mud is also significant for geophysical surveys. In order to preserve required properties of the drilling mud under conditions of ingress into the composition of the produced waters, the treatment of the drilling mud with salt-resistant polymeric reagents is recommended.
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Zhang, Jianguo, Juan C. Rojas, and David E. Clark. "Stressed-Shale Drilling Strategy--Water-Activity Design Improves Drilling Performance." SPE Drilling & Completion 23, no. 04 (December 1, 2008): 385–93. http://dx.doi.org/10.2118/102498-pa.

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Okoro, Emeka Emmanuel, Kevin C. Igwilo, Angela Onose Mamudu, Evelyn Bose Ekeinde, and Adewale Dosunmu. "Data on shale-water based drilling fluid interaction for drilling operation." Data in Brief 19 (August 2018): 1620–26. http://dx.doi.org/10.1016/j.dib.2018.06.014.

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Dissertations / Theses on the topic "Water drilling"

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Kristensen, Aleksander. "Flow properties of water-based drilling fluids." Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for petroleumsteknologi og anvendt geofysikk, 2013. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-23107.

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The objective of this master thesis was to investigate the flow properties of water based drilling fluids, utilizing measurements in both the micro and macro scale. The research was performed on two realistic drilling fluids by the use of a viscometer, a rheometer and a realistic flow loop, where the latter represents the macro scale. The research outcome could possibly improve the understanding of flow behavior in wellbores, and remove uncertainties associated with annular friction. The two fluids utilized in the research was made up with the goal of having equal rheological qualities, when measured with a Fann 35 viscometer. A more thorough examination of the two fluid's rheology was then executed by using a Anton Paar MCR302 rheometer. The macroscopic properties was researched employing a flow loop, capable of simulating realistic wellbore conditions.The main outcome of this thesis is that even though two fluids appear to have the same rheoligical properties when measured on simple equipment, their fundamental different microscopic structure will exhibit variations when the fluids are utilized in real applications.Due to problems encountered when mixing the fluids, as well as problems with one of the fluids itself, not all intended experiments were conducted. The experiments should be replicated with an emphasis on temperature control, avoiding bubbles and foam, and be conducted within a shorter time period.
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Peng, Shuang Jiu. "Filtration properties of water based drilling fluids." Thesis, Heriot-Watt University, 1990. http://hdl.handle.net/10399/871.

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This thesis reports an experimental and theoretical study on filtration properties of water based drilling fluids under dynamic and static conditions. The tested muds cover Freshwater/Gypsum/Lignosulphonate mud and SeawaterlKCLlPolymer mud, bariteweighted and unweighted. The effects of the solid concentration, pressure and shear rate on the filter cake characteristics and the erodability were investigated. For static filtration experiments, all tests were conducted for two hours and the spurt loss, the filter cake thickness, the ratio of wet to dry cake mass and the cumulative filtrate volume against time were measured. For dynamic filtration experiments, however, only the spurt loss and the cumulative filtrate volume against time were measured and all tests were conducted for at least 8 hours. A general filtration equation was developed based on the cake filtration theory prevailing in the chemical engineering industry and it was utilised to obtain the modified classic static filtration equation and the dynamic filtration equation. The modified classic static filtration equation was then employed to fit the static filtration experimental data and the average specific static cake resistance and the effective filter medium resistance were calculated. The dynamic filtration equation showed a substantial agreement with the dynamic filtration experimental data. Using the static filter cake properties such as the ratio of wet to dry cake mass (m), the average specific dynamic cake resistance, the effective filter medium resistance and the dynamic filter cake erodability were calculated. In the study of the relationship between the static filtration data and the dynamic filtration data, an attempt of predicting the dynamic filtration data from the static filtration experimental data was conducted. Also, an attempt was carried out to predict the static filtration data and the dynamic filtration data in a sequential process. The experimental data suggests that a substantial difference exists between the specific resistances of static and dynamic filter cakes. No apparent distinction was found, however, between spurt loss and effective filter medium resistance. The reodability of dynamically deposited mud cake for Seawater/KCL/Polymer mud was found to be three fold for Freshwater/Gypsum/Lignosulphonate.
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Asplind, Moa. "Pore water pressure and settlements generated from water driven DTH-drilling : - A field study." Thesis, KTH, Jord- och bergmekanik, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-231820.

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Foundation work can cause damage to adjacent buildings and infrastructure. Drilling is performed in sensitive areas in urban projects and where the ground conditions are difficult. It is important to be aware of the installation effects from drilling. Pneumatic drilling is commonly used in production but hydraulic drilling is advised in sensitive areas. Hydraulic drilling is believed to cause less disturbance in the ground, although there are no available field studies regarding the installation effects induced by water driven drilling.By measuring the pore water pressure and the settlements during the installation of a RD-pile wall the magnitude and extent of the installation effects induced by water powered DTH drilling is investigated in fill material and esker material. The results indicate settlements close to the installed piles in both materials, larger in the esker material. The pore pressure shows both increases and decreases in the esker material, the decreases implies the Venturi effect is present in water driven drilling. The pore water pressure changes are larger at the measurement point furthest away from drilling in the fill material but the settlements are the smallest there. The largest increases of the pore pressure are seen when the hammer flushes water out into the formation and not during drilling.
Grundläggning kan orsaka skador på intilliggande byggnader och infrastruktur. Borrning sker i känsliga områden och i innerstadsprojekt där markförhållandena är svåra. Det är viktigt att vara medveten om omgivningspåverkan borrning av pålar medför. Luftdriven borrning används ofta i produktion men vattendriven borrning rekommenderas i känsliga områden. Vattendriven borrning antas orsaka mindre störningar i marken, även om det inte finns några tillgängliga fältstudier som berör omgivningspåverkan från vattendriven borrning.Genom att mäta porvattentrycket och sättningarna under installationen av en borrad RD-spont undersöks storleken och utbredningen av omgivningspåverkan av vattendriven DTH borrning i fyllnads-material och ås-material. Resultaten indikerar sättningar nära de borrade pålarna i båda materialen, större i ås-materialet. Porstrycket visar både ökningar och minskningar i ås-materialet. Minskningarna antyder att Venturi-effekten är närvarande i vattendriven borrning. Förändringarna i porvattentrycket är större vid mätpunkten längst bort från borrningen i fyllmaterialet, men där är sättningen minst De största ökningarna av porvattentrycket ses när hammaren spolar vatten ut i formationen och inte under borrningen.
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Shewring, Nigel Ivor Edward. "Interactions at the clay/polymer/water interface." Thesis, Sheffield Hallam University, 1998. http://shura.shu.ac.uk/20358/.

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The thesis investigates the behaviour of aqueous montmorillonite suspensions and also the interactions between montmorillonite as a free standing film and in highly dispersed aqueous suspension with water soluble polymers used as additives in water based drilling fluids. FTIR microscopy and FTIR ATR spectroscopy have been employed to study in-situ dehydration of fully dispersed aqueous montmorillonite suspensions. The IR spectrum of the dispersed bentonite shows significant differences from that of a dry bentonite powder, which have been attributed to the hydration of the exchangeable cation. Drying, or concentrated salt solution causes the differences to disappear and this is attributed to the exchangeable cation settling back to its ditrigonal cavity in the silicate sheet of the mineral under these conditions. The adsorption of various molecular weights of neutral polyacrylamide (PAM) onto montmorillonite has been studied using FTIR transmission, ATR spectroscopy and XRD. Shifts seen in the NH[2] stretching and bending bands have been interpreted as being due to H-bonding with the outer co-ordination sphere of exchangeable cations. KCl has shown to have some influence on this system. Another neutral polymer used extensively in water based drilling fluids is polyalkylglycol (PAG). The adsorption of two molecular weights of this polymer from aqueous solutions of various concentrations have been monitored both in the presence and absence of KCl. The physical form of the montmorillonite (either as a free standing film or as a dispersed suspension), the concentration of the polymer solution, the polymer molecular weight and the presence of KCl all have significant effects on the adsorption of polymer. The stabilisation of montmorillonite films by PAG and PAG/KCl solutions has been monitored by ATR spectroscopy, and the dehydration of these films by polymer has been monitored using FTIR spectroscopy and XRD. The interaction of PAG is thought to be via hydrogen bonding with the innermost co-ordination sphere of the exchangeable cations which thus presents a hydrophobic surface to solvent molecules, preventing the film from collapse. Since all water based drilling fluids are multi-component systems, techniques previously used have been employed to study the competitive adsorption of the polyalkylglycol and polyacrylamide components. Preferential adsorption of the PAG is seen in these systems either due to the mass transport effects (PAG is considerably smaller than PAM) or due to PAG removing all but the inner cation hydration sphere, and presenting a hydrophobic surface for the PAM, and therefore preventing its adsorption.
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Tuomas, Göran. "Water powered percussive rock drilling: process analysis, modelling and numerical simulation/." Luleå, 2004. http://epubl.luth.se/1402-1544/2004/58.

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Sidi, Purnomo. "Investigating the suitability of biomass Eichhornia crassipes as a lost circulation material in water-based drilling muds." Thesis, University of Aberdeen, 2018. http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?pid=239377.

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This study investigated the performance of the biomass Eichhornia crassipes plant (ECP) as an additive in water-based drilling-mud. ECP is an invasive plant of fresh water ecosystems, so its use in drilling operations provides a low-cost, sustainable option that has off-site environmental benefits. Mechanical tests were conducted on ECP fibres to determine their stiffness under dried and water-wet conditions. Initial tensile tests on nylon fibre determined potential experimental artefacts with the experimental approach. The dried fibres had a water content of 8.163 wt. % (SE 0.636), whereas the wet fibres were 93.43 wt.% (SE 0.294). Water wet fibres had a lower modulus of elasticity than dried fibres and therefore, dried fibres have less tensile strength than wet fibres (Mean = 45.16 MPa; SE = 5.023; N = 41). Rheological properties of bentonite-based drilling muds amended with ECP at different concentrations were also studied. These muds were prepared by mixing ECP fragments at various concentrations (%w/w) with bentonite-water solutions and aged under ambient conditions. Mud viscosity gradually decreased with increasing shear rate, showing characteristic shear-thinning behaviour. Lost circulation of bentonite-water solutions mixed with ECP fragments were assessed with static filtration experiments. Slots and single perforated discs were designed to mimic fractures surrounding drilled boreholes. From a broad range of testing conditions, it was found that ECP fibres significantly decrease lost circulation by bridging fractures. An optimal concentration of 0.83 % by weight of ground plant stalks mixed with 6.28% bentonite in water improved rheology and filtration properties. A bridging gap model for a single fibre showed that ground stalk was less deflected than dried fibre when bridged an opening fissure. The findings of this research create an alternative to use ECP as lost circulation material in oil and gas drilling operations.
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Hatleskog, Jan T. "Modelling and Control of Passive and Active Heave Compensatorsfor Deep Water Drilling." Thesis, Heriot-Watt University, 2008. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.507316.

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Noynaert, Samuel F. "Ultrapdeep water blowouts: COMASim dynamic kill simulator validation and best practices recommendations." Thesis, Texas A&M University, 2004. http://hdl.handle.net/1969.1/1543.

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The petroleum industry is in a constant state of change. Few industries have advanced as far technologically as the petroleum industry has in its relatively brief existence. The produced products in the oil and gas industry are finite. As such, the easier to find and produce hydrocarbons are exploited first. This forces the industry to enter new areas and environments to continue supplying the world's hydrocarbons. Many of these new frontiers are in what is considered ultradeep waters, 5000 feet or more of water. While all areas of the oil and gas industry have advanced their ultradeep water technology, one area has had to remain at the forefront: drilling. Unfortunately, while drilling as a whole may be advancing to keep up with these environments, some segments lag behind. Blowout control is one of these areas developed as an afterthought. This lax attitude towards blowouts does not mean they are not a major concern. A blowout can mean injury or loss of life for rig personnel, as well as large economic losses, environmental damage and damage to the oil or gas reservoir itself. Obviously, up-to-date technology and techniques for the prevention and control of ultradeep water blowouts would be an invaluable part of any oil and gas company's exploration planning and technology suite. To further the development of blowout prevention and control, COMASim Cherokee Offshore, MMS, Texas A&M Simulator) was developed. COMASim simulates the planning and execution of a dynamic kill delivered to a blowout. Through a series of over 800 simulation runs, we were able to find several key trends in both the initial conditions as well as the kill requirements. The final phase of this study included a brief review of current industry deepwater well control best practices and how the COMASim results fit in with them. Overall, this study resulted in a better understanding of ultradeep water blowouts and what takes to control them dynamically. In addition to this understanding of blowouts, COMASim's strengths and weaknesses have now been exposed in order to further develop this simulator for industry use.
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Guo, Zihong. "Experimental and numerical analysis of abrasive waterjet drilling of brittle materials /." Thesis, Connect to this title online; UW restricted, 1998. http://hdl.handle.net/1773/7092.

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Gurbuz, Berkay. "Experimental Characterization Of Some Water Soluble Polymers Used In Drilling And Completion Fluids." Master's thesis, METU, 2012. http://etd.lib.metu.edu.tr/upload/12614146/index.pdf.

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Properly preparing the drilling fluid is an essential part of any successful drilling operation, especially in complex operations like deviated and horizontal drilling. Understanding the flow behavior of the polymers used in the drilling fluids under different conditions takes a key part in this preparation. In this study, shear rheology of some traditionally used water soluble polymers in drilling and completion fluids
namely PAC (polyanionic cellulose) and xanthan gum, were investigated experimentally. Instead of an oilfield standard Fann Model 35 Viscometer, an Ofite Model 900 Viscometer was used because of its capability to measure at ultra-low shear rates. Effects of the concentration of the polymer, time of shear applied, test temperature and effects of aging were examined. Rheological measurements were conducted between the shear rate ranges of 0.01 to 1000s-1 with concentrations changing from 0.25 to 1.5 grams of polymer per 350 milliliters of water (equivalent to 0.25 to 1.5 lb/bbl). Rheograms were constructed to identify the effect the polymers in question have on the flow characteristics of the drilling fluid. An appropriate constitutive model was used to define the flow behavior of the polymer in question mathematically. It was observed from the constructed rheograms that increase in polymer concentration results in consistent increase of apparent viscosity. Amount of time of shear does not affect the selected polymers if they are dynamically aged at least for two hours. Also as expected increasing temperature of the sample lowers the apparent viscosity considerably.
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Books on the topic "Water drilling"

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Drilling for water: A practical manual. Bedford, UK: Cranfield Press, 1990.

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Drilling for water: A practical manual. 2nd ed. Aldershot: Avebury, 1995.

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Qazi, Tahir Naseem. Drilling fluid's characteristics in water well construction. Birmingham: University of Birmingham, 1989.

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Wood, P. A. Water jet/jet assisted cutting and drilling. London: IEA Coal Research, 1987.

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Schools, Randy Smith Drilling. Deep water well control. United States]: Randy Smith Drilling Schools, 1998.

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Bloetscher, Frederick. Siting, drilling, and construction of water supply wells. Denver, CO: American Water Works Association, 2007.

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Bloetscher, Frederick. Siting, drilling, and construction of water supply wells. Denver, CO: American Water Works Association, 2007.

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Bloetscher, Frederick. Siting, drilling, and construction of water supply wells. Denver, CO: American Water Works Association, 2007.

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Kovscek, P. D. Evaluation of water-jet-assisted drilling with handheld drills. Pgh. [i.e. Pittsburgh] Pa: U.S. Dept. of the Interior, Bureau of Mines, 1988.

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Kovscek, P. D. Evaluation of water-jet-assisted drilling with handheld drills. Pgh. [i.e. Pittsburgh] Pa: U.S. Dept. of the Interior, Bureau of Mines, 1988.

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Book chapters on the topic "Water drilling"

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Vestavik, Ola M., and Erik Skaugen. "Abrasive Water-Jet Drilling." In Jet Cutting Technology, 389–402. Dordrecht: Springer Netherlands, 1992. http://dx.doi.org/10.1007/978-94-011-2678-6_26.

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Talalay, Pavel G. "Hot-Water Ice Drills." In Thermal Ice Drilling Technology, 145–250. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-8848-4_3.

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Gustafson, G. "Capture of Deep Earth Gas in Water-Filled Fractures." In Deep Drilling in Crystalline Bedrock, 253–58. Berlin, Heidelberg: Springer Berlin Heidelberg, 1988. http://dx.doi.org/10.1007/978-3-642-73452-6_23.

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Chen, Robert Gow-Sheng, and Arvind D. Patel. "Water-Soluble Polymers for Aqueous Drilling Fluid Additives." In Advances in Chemistry, 197–207. Washington, DC: American Chemical Society, 1986. http://dx.doi.org/10.1021/ba-1986-0213.ch012.

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Chakraborty, Ashis. "Water Well Drilling, Well Construction and Well Development." In Groundwater Development and Management, 243–66. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-75115-3_10.

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Klich, Jiri, Dagmar Klichova, and Guoyi Peng. "Submerged Abrasive Water Jet Piercing/Drilling: Preliminary Tests." In Lecture Notes in Mechanical Engineering, 91–98. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-53491-2_10.

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Wojtanowicz, A. K. "Environmental Control of Drilling Fluids and Produced Water." In Environmental Technology in the Oil Industry, 101–65. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-24334-4_4.

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Wojtanowicz, A. K. "Environmental Control of Drilling Fluids and Produced Water." In Environmental Technology in the Oil Industry, 77–121. Dordrecht: Springer Netherlands, 2008. http://dx.doi.org/10.1007/978-1-4020-5472-3_4.

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Payne, Jerry F., Catherine Andrews, Linda Fancey, Boyd French, and Kenneth Lee. "Risks to Fish Associated with Barium in Drilling Fluids and Produced Water: A Chronic Toxicity Study with Cunner (Tautogolabrus adspersus)." In Produced Water, 401–17. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4614-0046-2_21.

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Seip, Knut L. "Decisions with Multiple Environmental Objectives. The Siting of Oil Drilling Wells in Norway." In Water Resources Engineering Risk Assessment, 503–24. Berlin, Heidelberg: Springer Berlin Heidelberg, 1991. http://dx.doi.org/10.1007/978-3-642-76971-9_26.

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Conference papers on the topic "Water drilling"

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Avignon, B., and A. Simondin. "Deep Water Drilling Performance." In SPE Annual Technical Conference and Exhibition. Society of Petroleum Engineers, 2002. http://dx.doi.org/10.2118/77356-ms.

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Aadnoy, Bernt S. "Geomechanical Analysis for Deep-Water Drilling." In IADC/SPE Drilling Conference. Society of Petroleum Engineers, 1998. http://dx.doi.org/10.2118/39339-ms.

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Dib, Michel W., Jane Lou, Lin Zhu, and Mitchell Bassey. "SBOP Drilling Enables Efficient Drilling in Extreme Water Depths." In Offshore Technology Conference. Offshore Technology Conference, 2009. http://dx.doi.org/10.4043/20295-ms.

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Das, Santosh. "Ultra Deep Water Drilling Riser." In SPE Asia Pacific Oil and Gas Conference and Exhibition. Society of Petroleum Engineers, 2011. http://dx.doi.org/10.2118/145704-ms.

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Vecchio, John M. "Conversion of a 1,500-ft Water-Depth Conventionally Moored Drillship Into an Ultradeep Water Dynamically Positioned Drillship." In IADC/SPE Drilling Conference. Society of Petroleum Engineers, 1998. http://dx.doi.org/10.2118/39371-ms.

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Hammett, D. S. "Drilling Technology Application: 15,000-Ft Water Depth." In IADC/SPE Drilling Conference. Society of Petroleum Engineers, 1986. http://dx.doi.org/10.2118/14726-ms.

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Thorogood, J. L., A. S. Train, and A. J. Adams. "Deep Water Riser System Design and Management." In IADC/SPE Drilling Conference. Society of Petroleum Engineers, 1998. http://dx.doi.org/10.2118/39295-ms.

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Talbot, J. R. A. S. "Multi Operator Programme for Deep Water Drilling." In IADC/SPE Drilling Conference. Society of Petroleum Engineers, 1996. http://dx.doi.org/10.2118/35080-ms.

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van Oort, Eric, R. G. Bland, S. K. Howard, R. J. Wiersma, and Loyd Roberson. "Improving HPHT Stability of Water Based Drilling Fluids." In SPE/IADC Drilling Conference. Society of Petroleum Engineers, 1997. http://dx.doi.org/10.2118/37605-ms.

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Benge, Glen, and David Poole. "Use of Foamed Cement in Deep Water Angola." In SPE/IADC Drilling Conference. Society of Petroleum Engineers, 2005. http://dx.doi.org/10.2118/91662-ms.

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Reports on the topic "Water drilling"

1

Daily, W., and A. Ramirez. An experiment to determine drilling water imbibition by in situ densely welded tuff. Office of Scientific and Technical Information (OSTI), April 1987. http://dx.doi.org/10.2172/60501.

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2

F. H. Dove, P. Sanchez, and L. Saraka. DATA QUALIFICATION REPORT: WATER-LEVEL DATA FROM THE NYE COUNTY EARLY WARNING DRILLING PROGRAM. Office of Scientific and Technical Information (OSTI), April 2000. http://dx.doi.org/10.2172/889335.

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3

Bodvarsson, G. S., A. Niemi, A. Spencer, and M. P. Attanayake. Preliminary calculations of the effects of air and liquid water-drilling on moisture conditions in unsaturated rocks. Office of Scientific and Technical Information (OSTI), November 1988. http://dx.doi.org/10.2172/60695.

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Buscheck, T. A., and J. J. Nitao. Estimates of the hydrologic impact of drilling water on core samples taken from partially saturated densely welded tuff. Office of Scientific and Technical Information (OSTI), September 1987. http://dx.doi.org/10.2172/60630.

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Eddy, P. A., S. S. Teel, J. R. Raymond, and W. H. Bierschenk. Water quality: Historic values and impact of drilling activities during FY 1988 at the reference repository location in southeastern Washington. Office of Scientific and Technical Information (OSTI), March 1988. http://dx.doi.org/10.2172/5034631.

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Michael W. Rose. APPLICATION OF WATER-JET HORIZONTAL DRILLING TECHNOLOGY TO DRILL AND ACIDIZE HORIZONTAL DRAIN HOLES, TEDBIT (SAN ANDRES) FIELD, GAINES COUNTY, TEXAS. Office of Scientific and Technical Information (OSTI), September 2005. http://dx.doi.org/10.2172/859239.

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Vohden, Jim. Water quality sampling for the task 2 drilling and sampling extension of the subsurface and hydrologic field investigation in the railroad industrial area, Fairbanks, Alaska. Alaska Division of Geological & Geophysical Surveys, 1994. http://dx.doi.org/10.14509/1664.

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8

Alan R. Dutton and H. Seay Nance. CENSUS AND STATISTICAL CHARACTERIZATION OF SOIL AND WATER QUALITY AT ABANDONED AND OTHER CENTRALIZED AND COMMERCIAL DRILLING-FLUID DISPOSAL SITES IN LOUISIANA, NEW MEXICO, OKLAHOMA, AND TEXAS. Office of Scientific and Technical Information (OSTI), June 2003. http://dx.doi.org/10.2172/822234.

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9

Guidati, Gianfranco, and Domenico Giardini. Joint synthesis “Geothermal Energy” of the NRP “Energy”. Swiss National Science Foundation (SNSF), February 2020. http://dx.doi.org/10.46446/publication_nrp70_nrp71.2020.4.en.

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Abstract:
Near-to-surface geothermal energy with heat pumps is state of the art and is already widespread in Switzerland. In the future energy system, medium-deep to deep geothermal energy (1 to 6 kilometres) will, in addition, play an important role. To the forefront is the supply of heat for buildings and industrial processes. This form of geothermal energy utilisation requires a highly permeable underground area that allows a fluid – usually water – to absorb the naturally existing rock heat and then transport it to the surface. Sedimentary rocks are usually permeable by nature, whereas for granites and gneisses permeability must be artificially induced by injecting water. The heat gained in this way increases in line with the drilling depth: at a depth of 1 kilometre, the underground temperature is approximately 40°C, while at a depth of 3 kilometres it is around 100°C. To drive a steam turbine for the production of electricity, temperatures of over 100°C are required. As this requires greater depths of 3 to 6 kilometres, the risk of seismicity induced by the drilling also increases. Underground zones are also suitable for storing heat and gases, such as hydrogen or methane, and for the definitive storage of CO2. For this purpose, such zones need to fulfil similar requirements to those applicable to heat generation. In addition, however, a dense top layer is required above the reservoir so that the gas cannot escape. The joint project “Hydropower and geo-energy” of the NRP “Energy” focused on the question of where suitable ground layers can be found in Switzerland that optimally meet the requirements for the various uses. A second research priority concerned measures to reduce seismicity induced by deep drilling and the resulting damage to buildings. Models and simulations were also developed which contribute to a better understanding of the underground processes involved in the development and use of geothermal resources. In summary, the research results show that there are good conditions in Switzerland for the use of medium-deep geothermal energy (1 to 3 kilometres) – both for the building stock and for industrial processes. There are also grounds for optimism concerning the seasonal storage of heat and gases. In contrast, the potential for the definitive storage of CO2 in relevant quantities is rather limited. With respect to electricity production using deep geothermal energy (> 3 kilometres), the extent to which there is potential to exploit the underground economically is still not absolutely certain. In this regard, industrially operated demonstration plants are urgently needed in order to boost acceptance among the population and investors.
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Drilling a water well? Alaska Division of Geological & Geophysical Surveys, 1985. http://dx.doi.org/10.14509/476.

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