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The aims of ERD are: a) to reach a larger area from one surface drilling location, and b) to keep a well in a reservoir for a longer distance in order to maximize its productivity and drainage capability. Today's challenges in ERD are hole cleaning, managing the mechanical loads on the drill string and downhole pressure, and cost. [1]
The primary disadvantage associated with the two stage drainage ditch is the upfront cost of the earthwork necessary to increase the existing channel for the benches to be constructed. Construction costs for such earthwork are contingent upon the watershed size and depth of the ditch and approximately range from $5–20 USD/linear foot. [6]
The costs of the most attractive solution can be compared with the costs of a horizontal drainage system - for which the drain spacing can be calculated with a drainage equation - serving the same purpose, to decide which system deserves preference. The well design proper is described in [1]
That number has risen dramatically to 78,000 barrels per day in the first quarter of 2014. [21] The Bell Creek Field is a Lower Cretaceous stratigraphic trap in the Muddy Sandstone. [22] Discovered in 1967 by the Exeter Drilling Co. No. 33-1 Federal-McCarrell well, which found 27 feet of pay at a depth of 4500 ft. [23]
With deepwater drilling rig rates in 2015 of around $520,000/day, [25] and similar additional spread costs, a deepwater well of a duration of 100 days can cost around US$100 million. [ 26 ] With high-performance jackup rig rates in 2015 of around $177,000, [ 25 ] and similar service costs, a high pressure, high-temperature well of duration 100 ...
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