Estimate the missing precipitation data at station D with the given data in the table below. Give your answer to the nearest hundredths. Problem 2 Annual Precipitation (mm) Monthly Precipitation (mm) Gage A 420 26 В 370 23 C 470 32 400 ? 380 21

Estimate the missing precipitation data at station D with the given data in the table below. Give your answer to the nearest hundredths. Problem 2 Annual Precipitation (mm) Monthly Precipitation (mm) Gage A 420 26 В 370 23 C 470 32 400 ? 380 21

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Rain gauge X was out of operation for a month during which there was a storm. The rainfall amounts…

Q: I need the rainfall intensity Vs Duration curve using excel

A: The objective of the question is to plot the rainfall intensity versus duration curve using the…

Q: The data below represents the accumulative annual rainfall for station A and the accumulative…

A: Double mass curve is used to check data inconsistency of rainfall stations. Double mass curve is a…

Q: Find the missing rainfall (in mm) at station X. (given data are in mm) Rain gauge A BCX с X Normal…

A: Given data- Rain gauge, normal depth, and actual depth is given in the tabular form. To Find- The…

Q: CE 141-2 HW2-A The mass curve of rainfall in a storm of total duration 90 minutes is given below.…

Q: Na P. = N:Pa N.Po, N.Pc Na 3 N.

Q: In an experiment conducted by a soil engineer for the determination of the porosity and specific…

Q: The precipitation on a catchment in Zimbabwe of area 95 km² is sampled in table below. Determine the…

A: Area of catchment = 95 km2 Mean precipitation = 98 mm Precipitation recorded by station number 7 = ?…

Q: do (1 The annual rainfall at Station X are given in have table below • Rainfall gauges 1, 2 and 3…

A: “Since you have posted a question with multiple sub-parts, we will solve the first three subparts…

Q: C- For table below the Annual precipitation at station (x) and the annual precipitation at 10…

A: a) Consistency of data at station X For finding the consistency find the cumulative annual…

Q: Question 2 For the storm shown in Question 1, estimate the spatial average rainfall for this storm…

A: Isohyets(mm) Area(km2) Station-0 0.88 0-10 1.59 10-20 2.24 20-30 3.01 30-40 1.22 40-50…

Q: Estimate the missing storm rainfall data of station X given in the following table? Station Storm…

Q: Q2: A double mass curve was plotted for a station. The curve shows a change in slope at year 1990…

Q: This is part of the Agrometeorological Observations.

A: Hookgauge reading:- An accuracy device used to track changes in water levels based on evaporation…

Q: 10. Problema 9.22 (Chin, edited) The precipitation resulting from a 25-year 24-hour storm in Miami,…

Q: Q1: The table below represents the annual rainfall rate (mm) for each station A with the average of…

A: Given data:

Q: Q6: A-Find the missing rainfall data at station D for the following storm events given the average…

Q: Using Hazen Plotting position, Fit the Lognormal Distribution.

A: Hazen Probability formula is P = (m-0.5)/N

Q: A double mass curve was plotted for a station. The curve shows a change in slope at year 1990 where…

Q: Determine the precipitation at Raingauge station D for the year 2020 by normal ratio method.…

A: NA = 850mmNB = 970mmNC = 1010mmND = 1100mmANDPA = 960mmPB = 1050mmPC = 1180mm

Q: The hydrograph tabulated below was observed for a river draining a 40 square miles catchment,…

A: Given,

Q: Which gauge gives the plot of accumulated rainfall? A Tipping bucket type B Weighing bucket type c)…

A: Option B is correct Weighing bucket type Weighing bucket type rainfall gives plot of accumulated…

Q: Three inches of runoff produced the hydrograph below. Find the unit hydrograph. What value goes in…

A: Using the concept of hydrography, we can write relation as- unit hydrograph at a particular…

Q: Five stations are used to determine the monthly average precipitation data using Thiessen polygons.…

Q: 9.3 cm 172 164 10.5 cm 42 12.8 cm 156 10.9 cm 14.2 cm 124 Basin boundary D150 12.2 cm 36 116 14.0 cm…

A: Thiessen polygon method is a common method of weighing the rain gauge observation according to the…

Q: Rainfall distopilation during a light stigin of st at a rain gange in in Table below, 1 Table 1:…

Q: The incremental rainfall data were recorded at a recording gage on Goldenrod City parking lot. How…

Q: answer the question from the image

A: I have explained below in detail , if you have any queries feel free to ask.Explanation:Double-Mass…

Q: 3. Estimate the mean precipitation due to the storm Isohyets (mm) Area ( km²) 25 310.53 25 - 30…

Q: A square island have 3 installed rainfall station on each of the corner with these records:…

A: Solution:t Let's consider a square with three installed rainfall stationed and suppose each station…

Concept explainers

Storm Sewers and Detention

The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.

Question

Estimate the missing precipitation data
at station D with the given data in the
table below. Give your answer to the
nearest hundredths.
Problem 2
Annual Precipitation
Monthly Precipitation
(mm)
Gage
(mm)
A
420
26
В
370
23
C
470
32
400
?
380
21

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 1 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Q3/ A square of 100km2 is gauged by three rainfall stations. Two stations at the corner of area and other at on equal distance on the boundary of area as shown in figure below the date recorded are:- N 15 cm stations rainfall 110 mm 10 cm Use thiessen Method to estimate average Rainfall alsof
I need the answer as soon as possible
The ordinates of a 12-h unit hydrograph are as given below: Time (h) 0 12 12-h UH 0 32 24 36 48 60 72 84 96 130 126 98 75 50 77 69 108 30 120 132 15 70 ordinates (m3/s) A storm had three successive 12-h intervals of rainfall magnitude of 3.5, 10.2 and 20.3 cm, respectively. Assuming a q- index of 0.15 cm/h and a base flow of 50 m³/s, determine and plot the resulting (flood) hydrograph of flow.
Annual rainfall at a given location can be described by a lognormal distribution. The transformed mean in the log domain is 4.83 and log- transformed standard deviation is 0.149. Estimate the magnitude of the 50-year annual rainfall. O 146.0 O 125.21 O 180,14 None of the choices 170.72
Round-off only on your final answers. Final answers in four (4) decimal places.
C- For table below the Annual precipitation at station (x) and the annual precipitation at 10 stations. cumulative (cm) Annual preciption (cm) Sta. X Adjustment (cm) year 10 Sta. 2000 16 11 2001 14 9 2002 15 10 2003 4 12 2004 2 8 a) Examine the consistency of data at station ( x) data. b) When did a change in regime occur ? c) Adjust the data of station X after change?
The precipitation heights recorded with a printed precipitation scale during successive time intervals during a rainstorm are given in the table below. Accordingly, plot the duration-intensity (connection) graph of this precipitation event.
I need the answer as soon as possible
Determine average precipitation using arithmetic mean method
A river basin contains 6 rainfall stations with the annual data given in the table below. How many ainfall stations should be added to the basin to reach an error percent of 8%?
The annual precipitation at stations A, B, C and D are given below. In 1981, station D was permanently relocated to a new location. Determine the values of precipitation for the adjusted years by using a double mass curve
Hyetograph is the relation between? a. Sum of direct and base flow with time b. Precipitation with time c. Effective precipitation with time d. Net and effective precipitation What correct answer?