Rack & Screen
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The document discusses screens used in wastewater treatment. It describes screens as devices that remove larger suspended or floating matter from sewage to prevent damage to equipment or interference with treatment units. The document outlines different types of screens and considerations for their design, including velocity through the screen, head loss, and formulas to calculate head loss based on factors like flow velocity and amount of screenings.
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Drillship(Dhirubhai Deep-water KG2)Abdul Basith C
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this presentation will give brief idea about Drillship(Dhirubhai Deep-water KG2).And what kind of technologies are used to build this drill ship, its design,Drilling Equipment's,Draw works,Motion Compensator,Rotary Table,Top Drive,Mud pump,Shale shaker,Riser handling,BOP and subsea equipment.MECT 4276 - Senior Design Project II, Team HydraLoop Final Report
MECT 4276 - Senior Design Project II, Team HydraLoop Final ReportEdwin Jackson
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Team HydraLoop was tasked with designing and building a flow loop for Samoco Oil Tools to test their cementing float equipment. The initial design called for a fully automated high pressure system, but budget constraints required a redesign for a lower pressure manual system. The team verified the piping could withstand low pressure via stress calculations. Components like the mud tank, piping, valves, and flow meter were fabricated and assembled. While pumps were ordered, testing could not be completed before the semester's end due to delays. The project provided valuable hands-on experience, but further work is needed to fully validate the flow loop.[IJET-V1I2P10] Authors :L. O. Osuman, A. Dosunmu , B .S. Odagme ![[IJET-V1I2P10] Authors :L. O. Osuman, A. Dosunmu , B .S. Odagme](https://cdn.slidesharecdn.com/ss_thumbnails/ijet-v1i2p10-150506100610-conversion-gate02-thumbnail.jpg?width=560&fit=bounds)
[IJET-V1I2P10] Authors :L. O. Osuman, A. Dosunmu , B .S. Odagme IJET - International Journal of Engineering and Techniques
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Optimizing completions in deviated and extended reach wells is a key to safe drilling and optimum
production, particularly in complex terrain and formations. This work summarizes the systematic methodology
and engineering process employed to identify and refine the highly effective completions solution used in ERW
completion system and install highly productive and robust hard wares in horizontal and Extended Reach Wells
for Oil and Gas. A case study of an offshore project was presented and discussed. The unique completion design,
pre-project evaluation and the integrated effort undertaken to firstly, minimize completion and formation damage.
Secondly, maximize gravel placement and sand control method .Thirdly, to maximize filter cake removal
efficiencies. The importance of completions technologies was identified and a robust tool was developed .More
importantly, the ways of deploying these tools to achieve optimal performance in ERWs completions was done.
The application of the whole system will allow existing constraints to be challenged and overcome successfully;
these achievements was possible, by applying sound practical engineering principle and continuous optimization,
with respect to the rig and environmental limitation space and rig capacity.
Keywords: Well Completions , Deviated and Extended Rearch Wells , OptimizationFinal Report Wind Tunnel
Final Report Wind TunnelVarun Adishankar
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This document describes the design of a tri-sonic wind tunnel capable of generating subsonic, transonic, and supersonic flows. It includes the CAD modeling and CFD analysis of nozzle, test section, and diffuser designs for each flow regime. A mechanism for changing the tunnel geometry to achieve the desired flow is also designed and demonstrated. Various tools like MATLAB, ANSYS ICEM CFD, ANSYS FLUENT, and SOLIDWORKS were used. The design aims to allow testing of models in different flow conditions without requiring modification or use of separate tunnels, reducing time and costs. CFD analyses of the individual tunnel sections were performed to validate the designs.IRJET- Parametric Study on Behaviour of RCC Box Culvert for Dynamic Loading
IRJET- Parametric Study on Behaviour of RCC Box Culvert for Dynamic LoadingIRJET Journal
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This document describes a parametric study on the behavior of reinforced concrete box culverts under dynamic loading. It discusses the modeling and analysis of a box culvert bridge using STAAD.Pro software. The design loads considered are per IRC 6. The document provides details of the hydraulic calculations and design of the box culvert, including the discharge calculation, dimensions of the culvert, and loading cases analyzed. It analyzes three cases: when the top slab carries dead and live loads and the culvert is empty, when it carries both loads and is full, and when the slab does not carry live loads and it is full.Flow analysis of centrifugal pump using CFX solver and remedies for cavitatio...
Flow analysis of centrifugal pump using CFX solver and remedies for cavitatio...IJERA Editor
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This document discusses a study that uses computational fluid dynamics (CFD) software to analyze flow characteristics in a centrifugal pump. Specifically:
1. CFD software called CFX is used to simulate fluid flow through a 3D model of a centrifugal pump with defined boundary conditions.
2. The software helps optimize the pump design in an iterative manner based on results like pressure and velocity plots.
3. A key issue analyzed is cavitation, where vapor bubbles form and collapse in the pump due to low pressure. The document examines factors that cause cavitation and its negative effects.208_CFD
208_CFDSantosh Barade
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This document presents a CFD simulation and analysis of the conical draft tube of an experimental hydraulic turbine setup. It begins with an introduction to draft tubes, their purpose in recovering kinetic energy, and importance in turbine efficiency. It then reviews past literature on various draft tube designs and CFD analyses. The document goes on to describe the geometric modeling and meshing of the existing draft tube design. Boundary conditions are applied and the draft tube is simulated using CFD. Results show high swirling and losses at the inlet. The pressures at the inlet and outlet are reported. In conclusion, it is found that the existing design can be optimized to reduce losses and swirling.TECHNIQUES OF UNDERWATER STRUCTURE INSPECTION AND WHO TO CONTACT FOR THE JOB
TECHNIQUES OF UNDERWATER STRUCTURE INSPECTION AND WHO TO CONTACT FOR THE JOBCSUGulfCoast
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CSU operates in compliance with U.S DOT pipeline and hazardous materials safety administration. We are not just an expert choice for your emergency underwater pipeline inspection need, but a sure safe choice too. Read more here: Presentation PowerPoint
Presentation PowerPointEarl Schneider
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A new company's Official PowerPoint Presentation Layout. In addition to the presentation, on slide 2, I designed and built the 3-D model of the Hydrate skid in Solidworks. Leon Kempner Jr. (Editor) - Substation Structure Design Guide_ Asce Manuals a...
Leon Kempner Jr. (Editor) - Substation Structure Design Guide_ Asce Manuals a...DaniarFahmi1
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The document provides a summary of the Substation Structure Design Guide published by the American Society of Civil Engineers (ASCE). The guide was developed by ASCE's Subcommittee on the Design of Substation Structures to document best practices for designing outdoor electrical substation structures. It covers topics such as structure types and electrical equipment, loading criteria, deflection criteria, analysis methods, design of steel, concrete, aluminum and wood structures, foundations, quality control, construction and maintenance. The guide is intended to help engineers design substation structures based on the professional experience of the subcommittee members.Prediction of flow characteristics through a
Prediction of flow characteristics through aeSAT Publishing House
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IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and TechnologyHandbook cum coffee table book titled staying with cables a modern construct...
Handbook cum coffee table book titled staying with cables a modern construct...Rajesh Prasad
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In India constructions of cable stayed bridge are far less than the construction of such bridges in advanced countries. The concept and technical know how in India is relatively new but after execution over busy yard Barddhaman- a very busy station and yard, the construction of cable stayed bridges is going to play important role in time to come specially at stations where there is a need to use the yard and land mass for future yard remodeling and passenger amenities.This hand book cum coffee table book has been made by Rajesh Prasad to share his construction experience for education purpose. An interesting and amazing stuff....by Rajesh Prasad, Chief Project Manager(M) cum Group General Manager RVNL[IJET-V1I2P10] Authors :L. O. Osuman, A. Dosunmu , B .S. Odagme
[IJET-V1I2P10] Authors :L. O. Osuman, A. Dosunmu , B .S. Odagme IJET - International Journal of Engineering and Techniques
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Rack & Screen
- 2. PAKISTAN COUNCIL OF SCIENTIFIC & INDUSTRIAL RESEARCH LABORATORIES COMPLEX, KARACHI OFF: UNIVERSITY ROAD, KARACHI-75280. RACKS & SCREENS...
- 3. PAKISTAN COUNCIL OF SCIENTIFIC & INDUSTRIAL RESEARCH LABORATORIES COMPLEX, KARACHI OFF: UNIVERSITY ROAD, KARACHI-75280. screen is a device with openings for removing bigger suspended or floating matter in sewage which would otherwise damage equipment or interfere with satisfactory operation of treatment units.
- 4. PAKISTAN COUNCIL OF SCIENTIFIC & INDUSTRIAL RESEARCH LABORATORIES COMPLEX, KARACHI OFF: UNIVERSITY ROAD, KARACHI-75280. Figure Definition sketch for types of screens used in wastewater treatment
- 5. PAKISTAN COUNCIL OF SCIENTIFIC & INDUSTRIAL RESEARCH LABORATORIES COMPLEX, KARACHI OFF: UNIVERSITY ROAD, KARACHI-75280. Design Consideration Velocity The velocity of flow ahead of and through the screen varies and affects its operation. The lower the velocity through the screen, the greater is the amount of screenings that would be removed from sewage. However, the lower the velocity, the greater would be the amount of solids deposited in the channel.
- 6. PAKISTAN COUNCIL OF SCIENTIFIC & INDUSTRIAL RESEARCH LABORATORIES COMPLEX, KARACHI OFF: UNIVERSITY ROAD, KARACHI-75280. Hence, the design velocity should be such as to permit 100% removal of material of certain size without undue depositions. Velocities of 0.6 to 1.2 mps through the open area for the peak flows have been used satisfactorily. Further, the velocity at low flows in the approach channel should not be less than 0.3 mps to avoid deposition of solids.
- 7. PAKISTAN COUNCIL OF SCIENTIFIC & INDUSTRIAL RESEARCH LABORATORIES COMPLEX, KARACHI OFF: UNIVERSITY ROAD, KARACHI-75280. Head loss Head loss varies with the quantity and nature of screenings allowed to accumulate between cleanings. Head loss through screens mainly depends on: Size and amount of solids in waste water Clear openings between bar Method of cleaning and its frequency Velocity of flow through the screens
- 8. PAKISTAN COUNCIL OF SCIENTIFIC & INDUSTRIAL RESEARCH LABORATORIES COMPLEX, KARACHI OFF: UNIVERSITY ROAD, KARACHI-75280. The head loss through clean flat bar screens is calculated from the following formula: h = 0.0729 (V2 - v2) where, h = head loss in m V = velocity through the screen in mps v = velocity before the screen in mps
- 9. PAKISTAN COUNCIL OF SCIENTIFIC & INDUSTRIAL RESEARCH LABORATORIES COMPLEX, KARACHI OFF: UNIVERSITY ROAD, KARACHI-75280. Another formula often used to determine the head loss through a bar rack is Kirschmer's equation: where h = head loss, m b = bar shape factor (2.42 for sharp edge rectangular bar, 1.83 for rectangular bar with semicircle upstream, 1.79 for circular bar and 1.67 for rectangular bar with both u/s and d/s face as semicircular). W = maximum width of bar u/s of flow, m b = minimum clear spacing between bars, m hv = velocity head of flow approaching rack, m = v2/2g q = angle of inclination of rack with horizontal
- 10. PAKISTAN COUNCIL OF SCIENTIFIC & INDUSTRIAL RESEARCH LABORATORIES COMPLEX, KARACHI OFF: UNIVERSITY ROAD, KARACHI-75280. The head loss through fine screen is given by where, h = head loss, m Q = discharge, m3/s C = coefficient of discharge (typical value 0.6) A = effective submerged open area, m2
- 11. PAKISTAN COUNCIL OF SCIENTIFIC & INDUSTRIAL RESEARCH LABORATORIES COMPLEX, KARACHI OFF: UNIVERSITY ROAD, KARACHI-75280.