gauge Station Q R S Average Annual Rainfall (mm) 2400 2332 2431 2207 2231 The rainfall at Station(P) was not available for the year (1996) .The rainfall observe at the other station for (1996) was as follows: Station P Q 2113 2200 2028 2095 R S Rainfall (mm). Estimate that rainfall at (P) During (1996).

Q: 9. What is the rainfall intensity for 30-min interval rainfall with depth of 6 cm? O 5 cm/hr O 0.5…

A:

Q: Q2) The rainfall data in (mm) for the last (11) years is as follows: 988, 966, 1015, 977, 1045,…

A: probability method  statically method  theoretical method statically method -this method suitable…

Q: The observed stream flow and rainfall data are tabulated below. The catchment area is 282.6 km2.…

A: Note:- As, per guidelines we are only supposed to answer first three subparts. Catchment Area =282.6…

Q: Hydrological Cycle Determine the optimum number of rain gauge stations in the catchment for an…

A: Admissible error e=10% 4 rain gauge stations Coefficient of variation Cv=30%   It is needed to find…

Q: Time (hrs) Depth (mm) of rainfall 1 5.86 2 1313 3068 4 16.79 10.53 13

A:

Engineering Economics Principles

Engineering economics (engineering economy) is a sub-field of economics to study the use and application of the economic principles in the engineering analysis of decisions along with the systematic evaluation of the advantages of project costs inclusive of engineering design and analysis. It emphasizes microeconomics (a subset of economics) for researching the behavior of people in the decision-making process of assigning and determining multiple alternatives to the usage of some of the restrained resources and merging economic theory and engineering practice in a practical manner. It depicts the logical framework of economics in addition to the analytical application of statistics and mathematics.