Estimate the PET of an area for the season April to July in which potatoes is grown. The area as in North India at a latitude of 30° N with mean monthly temperature as below: (Use the Blaney-Criddle Formula) See attachment for the tables. PhTf ET= 2.54 K F and F = E 100 May June Month 13.0 14.0 Temperature (°C) April 16.5 July 12.5

Estimate the PET of an area for the season April to July in which potatoes is grown. The area as in North India at a latitude of 30° N with mean monthly temperature as below: (Use the Blaney-Criddle Formula) See attachment for the tables. PhTf ET= 2.54 K F and F = E 100 May June Month 13.0 14.0 Temperature (°C) April 16.5 July 12.5

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

Don't copy. Answer with all details. I will upvote. Thank u
could you explain in detail how you made the direct runoff hydrograph how the table was made
Discharge, cuble foot par secand USGS 2 Cherry Creek is 25 ft wide and 0.6 ft deep for 500 ft upstream from the truck shown in the photo. The hydrograph shows discharge [cfs] = [ft³/s] versus time. Water temperature is 50°F. USGS 06713500 CHERRY CREEK AT DENVER, CO. 2000 i) ii) 2000 2000 Median daily statistic (8 years)Period of approved data Discharge 2008 2900 2 Ppr Part A According to the chart, what is the discharge on Sunday 4/6/2008 in [ft³/s]? Part B What is the Reynolds number for this flow, based on the depth? Part D Hint: The hydrograph has a logarithmic y-axis, which explains the uneven spacing between horizontal grid lines. At that time, what is the average velocity in the stream at the location shown? Part C 2000 2000 Imagine there is an illegal discharge adding 1 gal/min of untreated sewage 7,000 ft upstream from the location shown. Based on your answer to Part C, explain why you would (or would not) expect the sewage to be uniformly blended into the stream water at the…
Hello, in this question the average rainfall need to be calculated by the use of Thiessen polygons.
Kindly give me right solution with clear calculations
Why do we need to dilute water sample collected from certain area such as discharge point prior to water quality analysis?
please show steps
5.
Hand written should be avoided.
P.2 of 6 2. PA = 752 Pa WATER S.G. = 13.55 Hg Hg 0.4 m 10.1m FIND h IN METERS STARTS A WATER PIPE 0.2 m P 101.3 Jefa %3D Hg ATM ENDS EQS P= よん I = 9.892N %3D %3D
List 3 qualities required of groundwater of which supply depends on its purpose
solve very fast in 15 min and I need a clear answer | dybala