@(b)(c)Assuming a surface temperature of 60 °F and a linear geothermal gradient of30 °C/km, what is the temperature (in °C) at a depth of 6562 ft?Answer: 6562 ft = 2 km; 60 °F - 15.6 °C, plus 30 °C/km * 2km = 75.6 °CwwwwwAssuming that, in the depth interval of 1,000-1,500m, the natural geothermalgradient is convection-dominated instead of linear, with perfect temperaturemixing, what is the temperature (in °C) at 1,250m, still starting with a lineargeothermal gradient of 30 °C/km from 60 °F at the surface?Answer: the geothermal gradient will be flat within the interval, with the sametempera throughout, equal to 15.6 °C +30 °C/km * 1km = 45.6 °CAssuming a geothermal well drilled at this location, producing 250 kg/s of purewater (Cp = 4,180 J/kg.s) at 65 °C at the wellhead, what would be the electricpower output of an ORC power plant installed at the wellhead, extracting 20 °Cfrom the geofluid with an efficiency of 10%?Answer: Q = m* cp * deltaT * n = 250 kg/s * 4,180 J/kg.s* 20 K * 0.1= 2 MW

We Know, Linear Geothermal Gradient =Temperature at a depth - Surface Temperature Depth.It is Given…

Answered: Assuming a surface temperature of 60 °F…

Assuming a surface temperature of 60 °F and a linear geothermal gradient of 30 °C/km, what is the temperature (in °C) at a depth of 6562 ft?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

We have a land well where the geothermal gradient is 0.03 C/ m. The surface temperature is 68 Fahrenheit. The well is 4000 meters deep. 1) Calculate the formation temperature at a depth of 4000 meters. The answer must be in Celsius. The pore pressure of 4000 meters is 1.7 sg. We are unlucky and take in a kick / well kick. The volume of the gas bubble is 3 m ^ 3 when we take in the kick. We allow the kick to migrate all the way to the surface without closing the well. 2) What will the gas volume be at the surface?
Determine the temperature of the rock at the injection well depth. The average geothermal gradient in the area has been measured in other wells to be 41'c/kilometer. How hot is the rock at the base of the injection well?
Problem 3: If the bottomhole temperature (BHT) was (200 °F) in depth (11,000 ft). Calculate the geothermal gradient inside the well if the mean surface temperature is (80°F)? Calculate the formation temperature in depth (5000 ft)?
2- Air (v = 1.8×10° m/s) flows along a flat plate with a velocity of 150 km/hr. How long does the plate have to be to obtain a laminar boundary layer thickness of 8 mm. [6.146 m] 3- Assuming that the velocity distribution in the laminar boundary layer: u = sin U. 28 Determine the total friction coefficient in terms of the Reynolds number. [1.31/Re, ]
A confined aquifer of 15 m constant thickness is sandwiched between two aquicludes as shown in the figure (not drawn to scale) Piezometer P 55.2 m Piezometric Surface Aquiclude Aquifier: Piezometer Q Aquiclude 34.1 m L = 2500m The heads indicated by two piezometers P and Q are 55.2 m and 34.1 m, respectively. The aquifer has a hydraulic conductivity of 80 m/day and its effective porosity is 0.25. If the distance between the piezometers is 2500 m, the time taken by the water to travel through the aquifer from piezometer location P to Q (in days, round off to 1 decimal place) is
A confined aquifer of 15 m constant thickness is sandwiched between two aquicludes as shown in the figure. Piezometer P Piezometer Q Piezometric Surface Aquiclude 34.1 m Aquiclude. L= 2500 m Reference Datum The heads indicated by two piezometers P and Q are 55.2 m and 34.1 m, respectively. The aquifer has a hydraulic conductivity of 80 m/day and its effective porosity is 0.25. If the distance between the piezometers is 2500 m, the time taken by the water to travel through the aquifer from piezometer location P to Q (in days, round off to 1 decimal place) IS_ 55.2 m Aquifer
a slim hole well was drilled to determine the thermal gradient of a given field. What would be the projected temperature at 2km deep
Help me
Hydraulic conductivity (K) in the vadose (unsaturated) zone is affected by of the following subsurface properties. Select all that apply. moisture content Fick's condition Zubov's condition Pore water pressure Darcy's condition Hysteresis wetting/drying stage Gregorian chant in e minor
ΔΖ P F D (origin) ΔΧ Figure 1 A: incoming x B: C: incoming y D: outgoing y E: incoming z F: outgoing z x Figure 1 describes a control volume of a saturated confined aquifer where Ax = Ay = Az = 1 m with a porosity of 0.30. 1. For this problem, assume that the fluid and aquifer skeleton are incompressible. Given pore velocities through the control volume depicted in Figure 1: A. 5.00 m/d C. 3.00 m/d E. 2.00 m/d B. ? m/d D. 2.75 m/d F. 1.75 m/d (a) Determine the pore velocity and magnitude of flow Q [L³/T] through face B. (b) Is the fluid moving into or out of the control volume at face B? (c) Which direction is the outgoing fluid moving? This will require two angles to describe the resultant outgoing 3D velocity vector - use to denote the angle of the resultant vector in the x-y plane, and to denote the angle of the resultant vector in the horizontal plane with the vertical plane.
Question: A Blasius Exact Solution Equation For A Laminar Flat-Plate Boundary Layer Problem Which... A Blasius exact solution equation for a laminar flat-plate boundary layer problem which derived from Navier-Stoke equations, could be written as, ff"-2f"'=0 where f = f(n), =d'fm), dn? d'f(n). df (N) =- ,and f'=- dn' dn U is mainstream fluid velocity and u is fluid velocity in boundary layer. With suitable boundary conditions, the above equation had been solved by 4th-order Runge-Kutta numerical integration and the result is tabulated in Table Qla. TABLE Qla f'=w/U f" 7 = y, VX 0.000 0.000 0.332 0.323 0.267 1 0.166 0.330 0.630 0.846 0.956 0.992 0.998 0.650 1.397 2.310 3.283 0.161 0.064 3 4 0.016 0.002 6 7 4.280 0.001 5.279 6.280 0.999 1.000 0.000 Show that : CoRe , = 1.27 %3D
Question 4.8 Consider a layered reservoir consisting of three alternating layers 1 m thick and 1 m long, with k,= 1000 mD, k, = 100 mD, and k,= 10 mD. a) What is the average permeability of this reservoir if the fluid is flowing parallel to the layering (k,)? b) What is the average permeability of this reservoir if the fluid is flowing perpendicular to the layering (k,)? c) What is the kJk,?