Find the standard deviation of the following data:

Q: An aerosol particle of characteristic size Dp moves in an airflow of characteristic length L and…

A: Following is the given information:

Q: 1. Random errors tend to partially cancel themselves in a series of observations. . A discrepancy is…

A: The given statements are to be identified whether true or false. Also, the term 'vertical datum' is…

Q: 4. If a letter is chosen at random from the English alphabet, find the probability that it is a. a…

A:

Q: Figure P 12.2. Estimate the ultimate point load or tip resistance Q, by each of the following 4…

A:

Q: Show computations only for letter d.

A: Given:- SG=4 test slurry =200g solids /Lwater To find:- a)curve b)minimum cross-sectional area…

Q: I need detailed explanation to solve the exercise below. There are some formulas and hints, I also…

A: L = 20 m B = 460mm

Q: A 20 m long concrete pile with a rectangular cross section of 460 mm x 460 mm fully embedded in sand…

A:

Q: A 20 m long concrete pile with a rectangular cross section of 460 mm × 460 mm fully embedded in sand…

A:

Q: The error in measuring the radius of a 5cm circular rod was 0.2%. If the cross-sectional area of the…

A: given- Error in measuring radius= 0.2% radius=R=5 cm area=A % error in area needs to be find out.

Q: A 20 m long concrete pile with a rectangular cross section of 460 mm x 460 mm fully embedded in sand…

A: Already some formulae given , Here for terzaghi equation, a few more are needed1) for loose sand , K…

Q: The error in measuring the radius of a 5cm circular rod was 0.2%. If the cross-sectional area of the…

A: given- radius=R=5 cm area=A % error in area needs to be find out.

Probability, risk and uncertainty analysis for hydrological design

It gives a framework that is financially critical for finding the exceptional designs of hydrological systems with a reduced cost in total inclusive of the project cost and the disaster mitigation cost. But there would be hardly any assessment of a decent quality damage function. Hence, errors in demonstrating the hydrologic events, incorrect model parameters, and so on may occur. Here, we will discuss a specific hydrological design that of a detention basin for studying and understanding the risk-based procedure, uncertainties, and probability analysis by following a systematic framework.