Possible solutionas soon aSpossibleQ2// oil formation volume factor = 1.25, reservoir bulk volume 180000 acre.ftWaterCalculate;Depth (ft)Porosity%Saturation1. Pore volume in (acre.ft), (ft'), and (bbl)481013.9740.52. IOIP in reservoir and tank conditions.19.1523.8917.848124814481611.2812.4927.82481816.3424.94482021.3421.74

Answered: Image /qna-images/answer/54c89346-71f3-4e80-8686-c29f5e4ff3b9.jpg

Q2// oil formation volume factor 1.25, reservoir bulk volume 180000 acre.ft Calculate; Water Depth (ft) Porosity 1. Pore volume in (acre.ft), (ft'), and (bbl) Saturation 2. IOIP in reservoir and tank conditions. 4810 13.97 40.5 4812 17.8 19.15 23.89 4814 11.28 12.49 4816 27.82 4818 16.34 24.94 4820 21.34 21.74

Q2// oil formation volume factor 1.25, reservoir bulk volume 180000 acre.ft Calculate; Water Depth (ft) Porosity 1. Pore volume in (acre.ft), (ft'), and (bbl) Saturation 2. IOIP in reservoir and tank conditions. 4810 13.97 40.5 4812 17.8 19.15 23.89 4814 11.28 12.49 4816 27.82 4818 16.34 24.94 4820 21.34 21.74

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: The data from standard and modified proctor test on a soil sample (density of solids: 2680 kg/m3 )…

A: Compaction is the procedure of reducing the air void present in the soil that is dense the soil.…

Q: Calculate the arithmetic average and thickness-weighted average oil saturation. SAMPLE THICKNESS ,…

A: GIVEN Six samples, n =6 Thickness of each sample, h1, h2, h3, h4, h5, h6 H = Σh = 14.5 Percentage…

Q: 1. Individual percent on sieve 600um Weight Retained Individual Cumulative Percent Sieve (g) Percent…

A: Given data:

Q: A 1.4-m3 sample of moist soil weighs 2600 kg. The water content is 14%. Assume ρs=2.70 Mg/m3. Fill…

A: Volume of soil, Moist soil weight, Water content, Density of soil, To find: Fill the phase diagram.

Q: An oil well has the following specifications• Tubing diameter = 2.875" • Flow rate = 500 bbl/d • GLR…

A: An oil well's bottom hole pressure (Pwf) is influenced by various factors, including production rate…

Q: In a groundwater field test, a tracer took 8 hours to travel between two observation wells which are…

A: Given in a ground water test, A tracer took 8 hours to travel between two observation wells which…

Q: Mass of a dried soil sample is 250 grams (Ms). water, the soil particles displace 95 cm³ [giving us…

A: Given data:Mass of dried soil sample (Ms)= 250 gVolume of soil solids (Vs)=95cm3Density of water

Q: The natural water content of a sample taken from a soil deposit was found to be 11.5%. It has been…

A: Given data:- The given value of maximum density is attained at 21.5%. Therefore 21.5% of 1000 g is…

Q: Consider the following arrangement of soil sample: 3m 1m k=2× 10 m/s 2m m/s 2m m What will be the…

A: For given arrangement of soil sampleTo find the length of the sample for collection of 6 lit/s…

Q: Example 8: A 30-cm well completely penetrates an unconfined aquifer of saturated depth 40 m. After a…

Q: A constant head permeameter has an internal diameter of 62.5 mm and is fitted in the side with three…

A: According to the question an constant head permeameter of given diameter is fitted is fitted with 3…

Q: The D10 size of a soil is 0.01 mm. Assuming (1/5) D10 as the pore size, estimate the height of…

Q: Determine the potential evapotranspiration from an area month of June using Penman's formula. The…

A: T

Q: Where the case of a stationary volume of groundwater does occurs?

A: Ground Water Ground water is mostly the water that is present beneath the surface of the earth.…

Q: 1. If the flow out is 200 mm³/sec in figure 1, find K1 and K2 dh = 0.01 mm/sec, dt 2. In figure 2,…

Q: 9. A single well pumps water from a horizontally infinite confined aquifer at a rate of 2.1 m³/day.…

A: Aquifers : Aquifers are bodies of rock and/or sediment that contain groundwater. The term…

Concept explainers

Groundwater Flow

The term groundwater refers to the water which is found beneath the earth's surface. Pores present in the soil and rocks with fractures make a passage for rainwater to enter the earth's surface and deposit as groundwater. The flow nature and direction of groundwater under the earth's surface directly impacts the strength and compressibility of the soil, which reflects its ability to support structural loads.

Question

Possible solution
as soon aS
possible
Q2// oil formation volume factor = 1.25, reservoir bulk volume 180000 acre.ft
Water
Calculate;
Depth (ft)
Porosity%
Saturation
1. Pore volume in (acre.ft), (ft'), and (bbl)
4810
13.97
40.5
2. IOIP in reservoir and tank conditions.
19.15
23.89
17.8
4812
4814
4816
11.28
12.49
27.82
4818
16.34
24.94
4820
21.34
21.74

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

calculation of pore volume

VIEW

calculation of IOIP

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

A mercury manometer type tensiometer has been installed in a mustard field. The manometer shows a Hg reading of 55 cm above the Hg level in the manometer cup at a particular time of observation which is equivalent to 0.64 atmospheric tension. The level of mercury in the cup is 10 cm above the ground. Calculate the soil depth at which the tensiometer has been installed. The density of Hg is 13.6 ???3⁄.
Explain the term degree of saturation and how it is expressed in percent.
The following data are given for the Superior Gas Field: Area = 230 acres Net productive thickness = 55 ft Porosity = 22% Connate water = 23% Gas Formation Volume Factor = 0.00533 ft3/SCF Calculate the initial gas in place in MMSCF to the nearest whole number.
Outline practical reasons why the elevation (depth) of the groundwater table in an area may fluctuate seasonally or annually.
Darcy velocity does not consider O a. hydraulic gradient O b. hydraulic conductivity O . soil sample length O d. soil sample porosity
Problem 5 Specific Gravity (Gs) Saturation Water content 2.66 100% 49% e = n = Y = % lb/ft³
5. Define oil formation voume factor with its formula. (I need definition and formula )
The results from Henry Darcy's first (10/29/1855-11/02/1855) and fifth (02/17/1856-02/18/1856) experiments are shown below. Using Darcy's Law, compute the hydraulic conductivity (in meters/day) of the two sands used in the experiments. Note: 0. Darcy's Law, Q = -K · A. Ah
- once answered correctly will UPVOTE!!
For a falling-head permeability test, the following are given:length of specimen = 380 mmarea of specimen = 6.5 cm2k = 0.175 cm/minWhat should be the area of the standpipe for the head to dropfrom 650 cm to 300 cm in 8 min?
The hydraulic conductivity (K) of a homogeneous sandy clay mix aquifer is 2x10-3 cm/sec. The hydraulic gradient (groundwater surface slope) of the phreatic (water table) aquifer is 0.01 and the aquifer's effective porosity is 0.35. Calculate the average (advective) velocity of a conservative contaminant discharged to this groundwater unit. Enter your answer rounded to the nearest tenth in meters/year. Example: 5.2 , 65.7, 224.3 would all be proper forms of your answer.
A setlling chamber is used to remove sand and grit from the influent water to a wastewater treatment plant. Conditions are: Chamber Height = 3m Chamber Width = 2m Chamber Length = 7m Water Flow Rate = 0.5m3/min Particle Density = 2.65g/cm3 a) What is the minimum settling velocity required for a particle to be required for a particle to be removed by this setlling chamber? Express your answer in units of cm s-1. b) Assume that this or another setlling chamber removes all particles having settling velocities greater or equal to 0.04 cm s-1. What is the minimum particle diameter that would b e entirely removed by such a setlling chamber? Express your answer in units of micrometers. (For part (b), assume the particle being removed is approximately spherical, and the water is at 22°C (density = 997.7 kg/m3, dynamic viscosity = 0.957x10-3 kgm-1s-1). If you use Stoke’s law as part of your solution, be sure to use the Reynolds number to confirm you are in the laminar flow range.)