Q3) The average annual rainfall at (5) rain gauge stations in the catchment is as follows: PQRS T Station Average Annual 2400 2332 2431 2207 2231 Rainfall (mm) The rainfall at Station(P) was not available for the year (1996) .The rainfall observe at the other station for (1996) was as follows: PQR Station Rainfall (mm) ? 2113 2200 2028 2095 Estimate that rainfall at (P) During (1996).

Q3) The average annual rainfall at (5) rain gauge stations in the catchment is as follows: PQRS T Station Average Annual 2400 2332 2431 2207 2231 Rainfall (mm) The rainfall at Station(P) was not available for the year (1996) .The rainfall observe at the other station for (1996) was as follows: PQR Station Rainfall (mm) ? 2113 2200 2028 2095 Estimate that rainfall at (P) During (1996).

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

13.
Subject water resources
Hello, in this question the average rainfall need to be calculated by the use of Thiessen polygons.
Hydrology: i need the answer quickly i need all the steps, i need the answer in Handwritten.
Analysis of rainfall and runoff records for a certain storm over a basin (of area 3210 km²) gave the following data: Rainfall for successive 2 hr periods: 2.5, 6.5 and 4.5 cm/hr. Direct surface discharge at the concentration point for successive 2-hr periods: 400, 1200, 4500, 7700, 12000, 10220, 8260, 3900, 838 and 400 m’. Derive the unit hydrograph for the catchment area.
Can you answer please? Be fast please
Question 2 The normal annual rainfall at rainfall gauges from A to F are 260, 362, 390, 282, 345, and 232 mm respectively. In the year 2016, Station B was inoperative and remaining gauges recorded respectively 14, 28, 44, 28, and 29 mm. Calculate rainfall at station B.
Example4: Cumulative Rainfall depth 10 cm and cumulative runoff 5.8cm Find Ø - index if rainfall according following data : Time (hr.) 1 2 3 4 6 7 8. Rainfall intensity (cm.) 0.4 0.9 1.5 2.3 1.8 1.6 1 0.5
Q3) The average annual rainfall at (5) rain gauge stations in the catchment is as follows: Station P 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 R S T Rainfall (mm) 2113 2200 2028 2095 Estimate that rainfall at (P) During (1996).
Hydrology Problem: Develop a synthetic rainfall hyetograph for a 6 hr, 10-year rainfall event for Houston, TX using a time step of 30 min. Arrange to be an early peaking event.
9.
Determine average rainfall using Arithmetic mean method