A novel method for fracture pressure prediction in shallow formation during deep-water drilling

2021 ◽  
pp. 1-35
Author(s):  
Jin Yang ◽  
Shujie Liu ◽  
Huanhuan Wang ◽  
Xu Zhou ◽  
Yu Song ◽  
...  

Abstract A large numbers of deep-water drilling practices have shown that more than 60% of deep-water wells have the complex leak-off during the drilling process, which poses great difficulties and challenges for the safety and operation time of deep-water drilling. The purpose of this article is to establish a method for predicting the fracture pressure in shallow formations. In this study, the deep-water shallow formation was divided into the upper unconsolidated soil layer and the lower diagenetic rock layer according to the geotechnical distribution characteristics of the deep-water shallow formation. The location of the transition soil/rock layer zone was determined using the upper soil layer density trend line and the lower rock layer density log data regression trend line. The deep-water shallow fracture pressure prediction model was established based the soil/rock transition zone. Shear failure criterion was used above the transition zone and tensile failure criterion is used below the transition zone. The shallow fracture pressure of 6 drilled exploratory wells in the X block from the South China Sea were calculated using this new method and the calculation errors were all less than 3.18%. Moreover, the shallow fracture pressure body in this block was established using the Kriging interpolation method based on 6 drilled exploratory wells data. This shallow fracture pressure body established here were used to predict 9 development wells shallow fracture pressure with a predictive error less than 1.7% and there were no drilling accidents. The case study demonstrates that the new model can significantly improve the prediction accuracy, has good prospects for popularization and application.

2018 ◽  
Vol 130 (9-10) ◽  
pp. 1723-1746 ◽  
Author(s):  
Hannah L. Brooks ◽  
David M. Hodgson ◽  
Rufus L. Brunt ◽  
Jeff Peakall ◽  
Menno Hofstra ◽  
...  

2020 ◽  
Author(s):  
Nicola Montaldo ◽  
Roberto Corona ◽  
Serena Sirigu ◽  
Luca Piroddi ◽  
Matteo Curreli ◽  
...  

<p>Mediterranean mountainous areas of shallow soil often display a mosaic of tree clumps surrounded by grass. During dry seasons, evapotranspiration (<em>ET</em>) cannot be met by soil moisture. However, the combined role and dynamics of water extracted from the underlying rock, and the competition between adjacent patches of trees and grass, has not been investigated. We quantified the role rock water plays in the seasonal dynamics of evapotranspiration, and its components, over a patchy landscape in the context of current and past seasonal climate changes, and land-cover change strategies. Soil water budget, using precipitation (<em>P</em>), <em>ET</em>, and soil moisture changes (Δ<em>S</em>; ~17 cm soil layer), suggests deep water uptake by roots of trees (<em>f<sub>d</sub></em>; 0.8 – 0.9 mm/d), penetrating into the fractured basalt below clumps and the surrounding pasture, subsidized grass transpiration in spring through hydraulic redistribution. However, in summer trees used all the deep water absorbed (0.79 mm/d; <em>f<sub>d</sub></em> > tree transpiration). A 15-year dataset shows that, with increasing seasonal drought-severity (potential <em>ET</em>/<em>P</em>) to >1.34, the vertical water flux through the bottom of the thin soil layer transitions from drainage to uptake in support of <em>ET</em>. A hypothetical grass-covered landscape, with no access to deep water, would require 0.68 – 0.85 mm/d more than is available from <em>P</em> and Δ<em>S</em>, forcing shortened growing season and/or lower leaf area. In summer, <em>ET</em> in such a landscape would be half that of the existing mosaic, with consequences to energy balance. The vegetation mosaic may represent trending equilibrium, as long-term decreasing winter precipitation and increasing spring potential evaporation suggest drying climate. Intervention policies to increase water yield by reducing tree cover will curtail grass access to rock moisture, while attempting to increase tree-related products by increasing forest cover will limit water availability per tree leaf area. Both changes may further reduce ecosystem stability.</p><p> </p>


EKSPLORIUM ◽  
2021 ◽  
Vol 42 (2) ◽  
pp. 119
Author(s):  
Dwi Haryanto ◽  
Yoshi Rachael ◽  
Dhatu Kamajati ◽  
Gagah Hari Prasetyo ◽  
Heri Syaeful ◽  
...  

ABSTRAK. Pemerintah Indonesia dalam Peraturan Presiden (Perpres) Nomor 38 Tahun 2018 tentang Rencana Induk Riset Nasional Tahun 2017–2045, menetapkan beberapa bidang utama yang akan menjadi prioritas penelitian nasional, salah satunya adalah bidang energi. Dalam tema riset teknologi kelistrikan berbasis energi baru dan terbarukan rendah/nol karbon terdapat topik riset teknologi Pembangkit Listrik Tenaga Nuklir (PLTN) skala komersial. Pada topik riset tersebut, ditetapkan bahwa dalam jangka waktu penelitian tahun 2020–2024, dihasilkan purwarupa PLTN. Pada penelitian ini, karakterisasi geoteknik tapak PLTN dilakukan dengan menggunakan metode seismik refraksi guna melengkapi data penelitian sebelumnya. Tujuan penelitian ini adalah untuk mengetahui profil perlapisan batuan bawah permukaan untuk estimasi pekerjaan terkait fondasi PLTN. Pemetaan geologi dan akuisisi data geofisika, pengolahan, serta interpretasi tanah/batuan berdasarkan parameter kecepatan gelombang kompresi (Vp). Hasil pemetaan geologi menunjukkan adanya 2 satuan batuan beku yaitu diorit kuarsa dan andesit. Hasil pengolahan dan interpretasi data seismik refraksi menghasilkan model penampang Vp pada lapisan batuan bawah permukaan. Terdapat 3 lapisan batuan di lokasi penelitian yaitu lapisan tanah (Vp = 361–715 m/s), lapisan batuan beku lapuk (Vp = 1.386–2.397 m/s), dan lapisan beku segar (Vp = 3.789–6.133 m/s). Perkiraan densitas batuan beku segar berdasarkan perhitungan adalah 2,43–2,74 g/cm3. Hasil pemodelan dapat menunjukkan kedalaman dan struktur bawah permukaan lapisan batuan beku segar yang dapat menjadi fondasi bangunan PLTN.ABSTRACT. Presidential Regulation (Perpres) number 38 of 2018 concerning the National Research Master Plan for 2017–2045, the Government of Indonesia establishes several main areas that will become national research priorities, one of which is the energy sector. In the research theme of electricity technology based on new and renewable low/zero carbon energy, there is the topic of research on commercial-scale Nuclear Power Plant (NPP) technology. On the research topic, it was determined that within the research period of 2020–2024, a prototype nuclear power plant would be produced. Research related to the geotechnical characterization of the nuclear power plant site using the seismic refraction method was carried out to complement the previous research data. The purpose of this study was to determine the subsurface rock layer profile for estimation of work related to nuclear power plant foundations. Geological mapping and geophysical data acquisition, processing, as well as soil/rock interpretation based on the compression wave velocity (Vp) parameter are carried out to achieve this goal. The results of geological mapping show that there are 2 igneous rock units, namely quartz diorite and andesite. The results of processing and interpreting seismic refraction data produced a cross-sectional model of Vp in the subsurface rock layers. There are 3 rock layers in the research location, namely soil layer (Vp = 361–715 m/s), weathered igneous rock layer (Vp = 1.386–2,396 m/s), and fresh igneous layer (Vp = 3.789–6.133 m/s). The estimated density of fresh igneous rock based on calculations is 2.43–2.74 g/cm3. The modeling results can show the depth and structure of the subsurface layer of fresh igneous rock that can be the foundation of nuclear power plants.


2020 ◽  
Author(s):  
Randy Lovorn ◽  
Andrew McLennan ◽  
Brian Grayson ◽  
Isabel Poletzky
Keyword(s):  

2016 ◽  
Vol 30 (1) ◽  
pp. 45
Author(s):  
Zetly E Tamod ◽  
Bobby Polii ◽  
Ruth Maria Sikome

The study aims to detect ground water availability at Buhias Island, Siau Timur Selatan District, Sitaro Regency. The research method used the survey method by geoelectrical instrument based on subsurface rock resistivity as a geophysical exploration results with geoelectrical method of Wenner-Schlumberger configuration. Resistivity geoelectrical method is done by injecting a flow into the earth surface, then it is measured the potential difference. This study consists of 4 tracks in which each track is made the stretch model of soil layer on subsurface of ground.  Then, the exploration results were processed using software RES2DINV to look at the data of soil layer based on the value of resistivity (2D). Interpretation result of the track 1 to 4 concluded that there is a layer of ground water. State of dominant ground water contains the saline (brackish). Location of trajectory in the basin to the lowland areas is mostly mangrove swamp vegetation. That location is the junction between the results of the runoff of rainfall water that falls down from the hills with sea water. Bedrock as a constituent of rock layer formed from marine sediments that carry minerals salts.


2022 ◽  
Vol 20 ◽  
pp. 324-330
Author(s):  
Rhouma Mlayeh

The purpose of this paper is to stabilize the annular pressure profile throughout the wellbore continuously while drilling. A new nonlinear dynamical system is developed and a controller is designed to stabilize the annular pressure and achieve asymptotic tracking by applying feedback control of the main pumps. Hence, the paper studies the control design for the well known Managed Pressure Drilling system (MPD). MPD provides a closedloop drilling process in which pore pressure, formation fracture pressure, and bottomhole pressure are balanced and managed at the surface. Although, responses must provide a solution for critical downhole pressures to preserve drilling efficiency and safety. Our MPD scheme is elaborated in reference to a nontrivial backstepping control procedure and the effectiveness of the proposed control laws are shown by simulations.


2014 ◽  
Vol 641-642 ◽  
pp. 462-468
Author(s):  
Yun Long Mu ◽  
Lei Wang ◽  
Ke Ming Liu ◽  
Jin Gen Deng ◽  
Bao Hua Yu ◽  
...  

Salt and anhydrite formation of Fauqi oilfield in Iraq contains salt, anhydrite and shale. Complex situations have occurred in drilling process, such as overflow and sticking. The cores of the three lithology rock are fetched and their strength and creep mechanical properties are tested. Anhydrite is with higher strength and lower creep properties, and shale and salt is with lower strength and higher creep properties. The collapse pressure and fracture pressure of the three lithology rock are calculated. The safe density window of anhydrite is the most widest and there is no risk of wellbore instability, and the safe density window of shale is the narrowest and wellbore instability easily occur. The low limit of mud density to prevent shale and salt creep are calculated by power law model. The safe drilling density window is determined and successfully applied in drilling field.


Sign in / Sign up

Export Citation Format

Share Document