In the past recognized as the Sugarloaf Pipeline, the North-South Pipeline is a 70 kilometer pipeline that has the ability to convey water to Melbourne’s depositories at Sugarloaf Reservoir from Goulburn River. Starting from the Eildon Reservoir, the water is discharged into Goulburn River, and then it is pumped into the pipeline and transferred 70 kilometers over the Great Dividing Range to Melbourne. Steaming into the Sugarloaf Reservoir then blended with water from two sources, the Maroondah and Yarra catchments. Because of Melbourne's extending climate conditions and regular dry season periods spreading over quite a long while, the city experiences underneath yearly normal precipitation more than once. Consequently because of developing populaces and depleted water storage …show more content…
Our goal is to plan a pipeline between the Goulburn River and Sugarloaf outlet that will successfully carry about 3GL of water every year to Melbourne. A presumption we used was a diameter for each of the parallel pipelines, amongst pipeline AB, pipeline BC, and pipeline CD. We settled for a diameter of 0.3 m for all circumstances and executed the energy equation between the respective locations, to confirm whether the calculated discharge was agreeable. The discharge was acceptable in each of the three circumstances. In the event that it was unacceptable, another diameter was required to be chosen and the energy equation would need to be recalculated. Another assumption we used was amid the calculation of the current pipeline amongst D and E. It was demonstrated that there was a prerequisite to convey an extra stream, and accordingly a new pipeline (looped) was required. A diameter was to be assumed for the new parallel pipeline. After two unsuccessful attempts with diameters of 0.3 m and 0.35 m, our third diameter of 0.38 m, successfully carried the additional flow rate of
The aim of this report is to evaluate the proposals to increase water on the Gold Coast of these two types of water storage. These would be building a new dam or building a new desalination plant to find out their environmental and social impacts for the Gold Coast and its community.
Capital investment needs for the nation’s wastewater and stormwater systems are estimated to total $298 billion over the next twenty years. Pipes represent the largest capital need, comprising three quarters of total needs. Fixing and expanding the pipes will address sanitary sewer overflows, combined sewer overflows, and other pipe-related issues.This industry has been more aggressive and customer
The 510 km 310 miles, Goldfield Water Supply Scheme in Western Australia made from 740 mm 25 inch pipe and completed in 1910 was the largest water supply scheme when it was built. Wooden pipes were used in London and elsewhere during the 15th and 16th centuries. Examples of significant water pipelines in South Australia completed in 1944 and other work completed 1955 pipelines both part of the larger Snowy Mountains scheme. There are two Los Angeles, California aqueducts, the Owens Valley aqueduct completed 1913 and the Second Los Angeles Aqueduct completed in 1970 which also include extensive use of pipelines.
When working with risk management on an oil pipeline, a thorough review and plan must be completed in order to assure the community and investors that the project is viable and safe to move forward with.
The industry as well as our Provincial Government, insists that these projects are needed, despite the diminished production outlook. The argument from the Provincial Government is creating these pipeline it will create a repercussion of large employment needs, which would in turn further develop our low economic standing. Led by the oil sands, overall disbursements of oil is projected to climb to four million six hundred thousand barrels per day by the year 2020. Though, this projection is the calculation made by investors several years before oil prices became unstable. Based on this out dated estimate of investors, and high rise in environmental conscious ideas and inventions, I assume a decline in interest of pipeline building in our
For this experiment 12 tubes were used, a clean pipet, sizing column matrix and column buffer. The tubes were labeled 1 through 10. The the two final tubes “Waste” and “Column
At the last board meeting we discussed the current 14” pipeline that was scheduled to be tied into was 35 feet down in the property of 1800 Tumin. Originally, the plans showed the pipeline was located at side of the road. The options were to either tie in to the old pipeline as planned by adding approximately 30 feet to make up the difference, which would keep it as a cross country line. The other option was to install a new pipeline in road right-of-way to eliminate the cross country line. It will take approximately 600 feet of pipe added to the contract to install in the road right-of-way. Attached please find the cost for both.
Figure 1- Proposed route of Northern Gateway Pipeline in relation to the Alberta tar sands and the Douglas Channel.
This challenge it is important when considering cities with hundreds of thousands sometimes many millions of inhabitants, which directly represents the supply of millions of cubic meters of drinking water. This geopolitical situation demands large investments in infrastructure that may become useless or uneconomical if there are changes in the weather pattern.
Several local councils, Government departments, catchment management authorities, including the Murray-Darling Basin Authority, hold the responsibility of managing the Basin’s water
Mr. Murphy has identified that there is a problem with the pipe specifications, as “specifications and standardization play important roles in the search for the right quality and the right value.” (Burt.2009) Murphy is concerned that this deviation in in size and length of the gas pipe could potentially cause conflicts in “engineering, manufacturing, marketing, and supply management.” (Burt.2009)
With the increase in oil exploration in the region, the quality of oil has significantly declined. The lower quality oil flowing through the pipeline causes stress on the pipes leading to corrosion and deterioration. Some of the pipeline is underground and, therefore, making it difficult to detect a leak in those areas. BP has increased its budget to inspect the pipeline for corrosion, as well as using an additive to breakdown emulsions in the oil. The pipeline was
of the capacities of the pipes comprising it. This minimum is 2, which is c(s, b)
This aspect of the testing increases the potential cost of NDE techniques. The most common NDE techniques implement a sensing mechanism which is sent down the interior of the pipeline. With oil pipelines, the contents of the pipeline provide coupling between the transducer and the pipe material, so the contents need not be removed. With natural gas pipelines, however, the gas provides poor coupling, which may require that the pipeline be filled with a coupling material, such as water. Because of this rather expensive complication, NDE techniques are not commonly used with natural gas pipelines. In addition, geometry of the pipeline limits the ability to use certain NDE techniques. The sensing mechanism is limited by the size in which it can be efficiently packaged, meaning that the techniques can only be used with pipes with a diameter larger than approximately 3-in (8-cm). The geometry of pipe bends and fittings can also limit the compatibility of these techniques. The geometry of the pipeline prevented the implementation of internal NDE techniques, forcing the operator to use less reliable techniques. Therefore, the corrosion went undetected and resulted in the eventual failure and explosion of the natural gas
In the world today, the understanding of wall-bounded turbulent flows are of great importance because of the high number of man-made and natural fluid flow such as flows in rivers, pipelines, canals, boundary layers, whether it be for power generation, irrigation systems, removal of pollutants, heat exchangers, various devices, etc. About 50% of the energy spent in transferring fluids through such systems are lost due to energy dissipation caused by turbulence. Therefore there is an increasing need to fully understand what occurs in wall-bounded turbulent flows in other to apply such knowledge and reduce the energy lost during transportation of fluids.