PROBLEM # 1 Use the inverse distance method (IDW) to estimate the porosity at the unknown location (8,5). Point Location (x,y) (3,4) (4,1) (9,10) (8,5) Porosity (%) 20 18 7 ?? PROBLEM # 2 Use the same data from problem # 1 to estimate the porosity at the unknown location and the standard error using the ordinary kriging method. The semi-variogram values in any direction can be estimated using the following equation: Y(h) = 100 1– -3h exp () 100 Sill = 100 PROBLEM # 3 Use the same data from problem # 1 & 2 to estimate the porosity at the unknown location and the standard error using the simple kriging method. Assume the global mean = 15%. %3D

PROBLEM # 1 Use the inverse distance method (IDW) to estimate the porosity at the unknown location (8,5). Point Location (x,y) (3,4) (4,1) (9,10) (8,5) Porosity (%) 20 18 7 ?? PROBLEM # 2 Use the same data from problem # 1 to estimate the porosity at the unknown location and the standard error using the ordinary kriging method. The semi-variogram values in any direction can be estimated using the following equation: Y(h) = 100 1– -3h exp () 100 Sill = 100 PROBLEM # 3 Use the same data from problem # 1 & 2 to estimate the porosity at the unknown location and the standard error using the simple kriging method. Assume the global mean = 15%. %3D

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

The measured length during taping are 545.80m and 546.1m. Determine the relative precision.
A calibration test of a 2.5cm circular sharp edged orifice in the vertical side of the large tank showed a discahrge of 590 N of water collected in 81 seconds, when under a constant head of 4.70 m. In addition, measuremnt of the trajectory of the jet gave the following data: A point on the jet has the coordinates in cm (235, -30), with the orifice located at the origin of the rectangular coordinate system. Find the value of Cd. Show fbd and solution a. 0.636 b. 0.629 c. 0.989 d. 0.98
determine the relative error of the closure
A calibration test of a 2.5cm circular sharp edged orifice in the vertical side of the large tank showed a discahrge of 590 N of water collected in 81 seconds, when under a constant head of 4.70 m. In addition, measuremnt of the trajectory of the jet gave the following data: A point on the jet has the coordinates in cm (235, -30), with the orifice located at the origin of the rectangular coordinate system. Find the value of Cd. Include FBD. a. 0.629 b. 0.989 c. 0.98 d. 0.636
A calibration test of a 2.5cm circular sharp edged orifice in the vertical side of the large tank showed a discahrge of 590 N of water collected in 81 seconds, when under a constant head of 4.70 m. In addition, measuremnt of the trajectory of the jet gave the following data: A point on the jet has the coordinates in cm (235, -30), with the orifice located at the origin of the rectangular coordinate system. Find the value of Cd, Cc, and Cv, Show a Diagram
A calibration test of a 2.5cm circular sharp edged orifice in the vertical side of the large tank showed a discahrge of 590 N of water collected in 81 seconds, when under a constant head of 4.70 m. In addition, measuremnt of the trajectory of the jet gave the following data: A point on the jet has the coordinates in cm (235, -30), with the orifice located at the origin of the rectangular coordinate system. Find the value of Cc.CHOICES a.0.629 b.0.989 c.0.98 d.0.636
A calibration test of a 2.5cm circular sharp-edged orifice in the vertical side of the large tank showed a discharge of 590 N of water collected in 81 seconds, when under a constant head of 4.70 m. In addition, measurement of the trajectory of the jet gave the following data: A point on the jet has the coordinates in cm (235, -30), with the orifice located at the origin of the rectangular coordinate system. Find the value of Cd. answers: a.0.989 b.0.636 c.0.629 d.0.98
A calibration test of a 2.5cm circular sharp edged orifice in the vertical side of the large tank showed a discahrge of 590 N of water collected in 81 seconds, when under a constant head of 4.70 m. In addition, measuremnt of the trajectory of the jet gave the following data: A point on the jet has the coordinates in cm (235, -30), with the orifice located at the origin of the rectangular coordinate system. Find the value of Cc. 0.629 0.989 0.636 0.98
for a sample of water ec reading was called 178 X 10^-3 siemens per centimeter calculate the value of tds in ppt
24/27/30 After conducting a fall cone test, the regression equations obtained from the 80g and 240g cones were w=38.2log(d)+13.1 and w=38.2log(d)+2.3, respectively. Determine the liquid limit and plastic limit.Determine Δw. Note: w (%) is the moisture content and d (mm) is the depth of penetration.
A calibration test of a 12.7mm circular sharp edge orifice in the vertical side of a large tank showed a discharge of 589N of water in 81 sec. at a head of 4.73. Measurement of the jet showed that it traveled 2.35m horizontally while dropping 0.0305m. Compute the three orifice coefficients.
Fill out the table and determine the ELEVATION of BM2. Show your solution. IGNORE "REMARK" COLUMN. THAT WAS SUPPOSED TO BE WHERE YOU PUT YOUR COMMENTS ON THE CONDITION IN THE FIELDWORK.