Improved CFD modeling and validation of erosion damage due to fine sand particles

Wear ◽  
2015 ◽  
Vol 338-339 ◽  
pp. 339-350 ◽  
Author(s):  
Amir Mansouri ◽  
Hadi Arabnejad ◽  
Soroor Karimi ◽  
Siamack A. Shirazi ◽  
Brenton S. McLaury
Author(s):  
Yongli Zhang ◽  
Risa Okita ◽  
Stephen Miska ◽  
Brenton S. McLaurt ◽  
Siamack A. Shirazi ◽  
...  

Solid particle erosion commonly occurs in the oil and gas industry and can cause severe damage to flow lines and equipment. One successful approach to predicting erosion, and mitigating sand erosion damage, is through the application of computational fluid dynamics (CFD) modeling of the fluid flow, sand particle movement within the flow, and erosion resulting from the sand particles hitting the metal surface [1, 2, 3]. A key ingredient to predicting erosion damage is having an equation to represent erosion damage due to sand particles hitting the metal surface. This equation, called the erosion equation, usually includes the properties of the sand, the particle impact speed, and the angle of impact. The particle impact speed is known to be a major factor affecting the severity of erosion and can be found in most erosion equations in the literature. The erosion equation is usually material specific and its validation is very important before being applied in engineering calculations to predict erosion of flow lines, tubing, and equipment. Carrier fluid properties have a substantial effect on particle trajectories. The present studies were performed to examine the effect of fluid viscosity on the particle impacting velocity. Direct impingement tests, which consist of a submerged fluid jet containing aluminum particles impinging on a flat surface, were conducted. Carrier fluids with viscosities ranging from 1 cP to 100 cP and three types of aluminum particles with average diameters of 3 μm, 120 μm, and 550 μm were tested in the experiments. The distance between the nozzle exit and the target surface is 12.7 mm and the nozzle diameter is 8 mm. The flow rate through the nozzle is 8 GPM, which corresponds to an average flow velocity of about 10 m/s. Particle velocities at different locations between the nozzle exit and the target surface were measured using a laser Doppler velocimeter (LDV). CFD simulations for all test conditions were also run using FLUENT 6. The predicted solid particle velocities were compared with the LDV data and good agreement was achieved. Both experiments and simulations indicate that flow in the nozzle and near the target undergoes a transition from turbulent to laminar flow when the fluid viscosity is increased and this greatly affects particle velocities near the target.


2013 ◽  
Vol 687 ◽  
pp. 378-383
Author(s):  
Makoto Kawakami ◽  
Kyu Seok Yeon ◽  
Yong Seong Kim ◽  
Jin Yong Hwang ◽  
Fujio Omata

Recently the deterioration and rehabilitation of waterways made of reinforced concrete as agricultural hydraulic structures are urgent issues. The main causes of deterioration of these waterways are peculiarly abrasion of concrete at the side wall and bottom slab due to the current containing fine sand particles, cavitation and water jet. The typical deterioration is exposure of aggregate, peeling off and corrosion of the surface, and cracks corresponding to the above causes. It is desirable for waterways after rehabilitation to ensure sufficient water supply capacity, high durability and strength of repaired materials. In this study, repair methods by use of epoxy resin primer and polymer cement mortar lining were investigated and effective countermeasure was proposed, and its trial construction was performed by the field test.


1999 ◽  
Vol 42 (1) ◽  
pp. 79-88 ◽  
Author(s):  
R. G. Batt ◽  
S. A. Peabody II

2020 ◽  
Vol 223 (15) ◽  
pp. jeb224626
Author(s):  
Dušan Devetak ◽  
Jan Podlesnik ◽  
Inon Scharf ◽  
Tina Klenovšek

2021 ◽  
Vol 5 (3) ◽  
pp. 35
Author(s):  
Uche C. Anyanwu ◽  
Gbenga F. Oluyemi

Application of scale inhibitors in oil and gas production is aimed at mitigating scale blockage during production. Many experimental, mathematical, and numerical simulation modeling works have been carried out to evaluate behavior, performance, and interaction of the scale inhibitor chemicals within porous media in relation to their efficiency in solving scale problem. However, the mechanisms underpinning scale inhibitors performance are not well published. Some research works have shown theoretically that not all scale inhibitors pumped into the formation adsorb onto the formation rock. Some of the inhibitors may adsorb on produced loose sand grains or colloidal fine sand particles which float and flow within the pore spaces along with the scale inhibitor mostly in unconsolidated reservoirs This paper provides a review of research work on the effect of produced loose sand or colloidal fine particles flow on polyphosphonates and polyphosphinopolymer scale inhibitors performances during crude production.


2021 ◽  
Vol 7 (6) ◽  
pp. 1-13
Author(s):  
Uttam Singh Yadav ◽  
Shravan Vishwakarma ◽  
Jitendra Mishra

In present work Computational fluid dynamics analysis based erosion wear prediction is performed for Francis turbine components, especially the runner. For the geometrical parameters, Francis turbine model with steady state condition and viscous flow turbulence SST model using ANSYS Fluent. The erosion effect on all the three component such as spiral casing, runner & draft tube has been studied for different concentration of sand particles from 1% - 6%. For each of those concentration the effect of variation in size has been studied for different sizes 10 ?m - 80 ?m. Further the effect of total erosion was also analyzed for different particle size. Erosion damage is found close to the upper and lower portions of the leading edge of the stay vane. some erosion spots at guide vane on the blade pressure side where suction side has minimum erosion. Maximum erosion damage observed on runner especially at the middle of the blade. The draft tube situated closer to runner having highest velocity due to high absolute velocity of water coming out from the runner does not produce any serious erosion effect. Results shows that erosion rate is maximum on runner at particle size 80 ?m for all sand concentration 1% to 6%  and minimum at 30 ?m. Thus, 30 ?m is the optimum size of sand particles for the erosion.


2017 ◽  
Vol 228 (9) ◽  
Author(s):  
Alexandre Silveira ◽  
João L. M. P. de Lima ◽  
João R. C. B. Abrantes ◽  
Babar Mujtaba

Author(s):  
Anthony S. R. Juo ◽  
Kathrin Franzluebbers

Soil physics deals with physical properties of soils such as soil texture, porosity, soil water, soil aeration, soil temperature, soil structure, and the influence of these properties on plant growth. Soil texture refers to the particle-size distribution of soils. The primary soil particles are arbitrarily divided into different size classes. The International Society of Soil Science defines soil particles larger than 0.02 mm and smaller than 2 mm as sand, those larger than 0.002 mm but smaller than 0.02 mm as silt, and those smaller than 0.002 mm as clay. Soil particles larger than 2 mm, such as gravel and stones, are called coarse fragments and are not part of the soil itself, to which the term soil texture applies, but can have considerable influence on soil properties and plant growth. Sand particles (0.02-2 mm) can be further divided into fine sand (0.02-0.2 mm) and coarse sand (0.2-2 mm). Sand particles can be rounded or angular, and are noncohesive. They usually consist of a single mineral, usually quartz (SiO2) or other primary silicate, and may appear brown, yellow, or red as a result of Fe-oxide coatings. Due to its mineral composition, sand has a smaller plant-nutrient content than finer soil particles. Sand particles have large voids between them which promote drainage of water and entry of air into the soil. Due to their low specific surface area, sand particles can hold little water, therefore rain needs to be received at short intervals to enable plant growth on sandy soils. Silt particles (0.002-0.02 mm) do not feel gritty when rubbed between fingers and are not visible to the unaided eye as sand particles are. Quartz is generally the dominant mineral. However, when silt is composed of weatherable minerals, the release of plant nutrients can be significant. The pores between silt particles are smaller and more numerous than those in sand, and silt therefore retains more water than sand, which helps to sustain plant growth. Silt itself does not exhibit much stickiness or plasticity and is therefore easily washed away by water. If silt fractions have some cohesion and adsorptive capacity, it is due to a film of adhering clay particles.


2021 ◽  
Author(s):  
Nghia Tri Vo ◽  
Roland Hermann ◽  
Roberto Fuenmayor

Abstract Sand production associated with oil and gas producers is one of the oldest problems in the industry and is typically in unconsolidated sandstone formations. The stresses caused by the fluids flowing into the wellbore are often sufficient to produce fine sand particles. Sand production may cause operational problems such as disposal of produced sand, sand erosion of downhole and surface equipment, and loss of primary containment (LOPC), which is the most important reason for controlling sand production. In actual field operation, a sand management program is usually implemented to manage sand challenges which limits to monitoring and basic analysis. The proposed sand management solution in this paper performs sensitivity analysis (known as what–if scenarios) using model–based sand erosion calculation to analyze different possible operating scenarios with the objective of preventing and minimizing sand issues. The solution also helps to minimize risks related to well, facilities and avoiding cost or production losses due to sand production. It recommends the operational settings to achieve maximum production rates while ensuring operating within safe erosion limits and without sand deposition risk.


Sign in / Sign up

Export Citation Format

Share Document