Q1.Find linear relation between Discharge (Y cumec) and Stage (x m) of for thebelow hydrologic data:XYXYX YX Y18905.7191004.66112.86191004.6617811.912420.3191004.6688.7812420.3340.58199.9723.26588.7817811.9340.5639.78462.066120.667157.7199.9588.7813488.310 299.78112.86488.3588.7812 420.314 561.46811.912420.317 811.914 561.46157.7340.5340.510299.7888.78811.96120.661 12.861108.786120.6610 299.781108.78157.7905.716 723.26561.4612.86340.562.061004.669 247.2688.78639.78488.3639.78120.66811.912420.3357.467 157.71317752018119171112152561720713LASZO144516158517 811.9157.77

Given: Discharge (Y cumecs) and Stage (x m ) X Y 18 905.7 17 811.9 12 420.3 5 88.78 4…

Answered: Find linear relation betw below…

Engineering

Civil Engineering

Find linear relation betw below hydrologic data:

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: 3 5-63. A 25-ft-long garden hose with ain. inside diameter, is used to drain a swimming pool, as…

Q: You have a pipe with an inside diameter of 3.48 in. and roughness 0.00032 in. A fluid with specific…

A: step 1-

Q: Instructions: Solve the following problems as instructed. Boxed final answers and round off to the…

Q: 12KN/m 10KN/m B 5m 3m The maximum flexure stress developed he reaction at the supports - the…

Q: Plot the variation of total and effe pressure with depth for the soil pr condition: a) Initially…

Q: 4) An overhanging beam carries the load as shown in the figure. a) Select the lightest W shape that…

Q: For the beam loaded as shown, draw the shear and moments diagram with writing the shear and moment…

Q: app 3.0. Investigate all limit states. The tension m gusset plate is A36. The weld is a 1/8-inch fil…

Q: Rigid bar ABC is supported by member (1) at B and by a pin connection at C. Member (1) has a cross…

A: Given data:- The cross sectional area of rigid bar =1.35 in2 The yield strength =45 ksi The given…

Q: Using LRFD and ASD method. If the beam is replaced by W30 x 292, determine the suitable W30 column…

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: Select the lightest W shape that can be used to resists the loads Answer: Determine the maximum…

Q: An aluminum alloy [E = 69 GPa; v = 0.33; a = 23.0 x 10-6/°C] plate is subjected to a tensile load P.…

Q: The force F= 230 lb acts on the frame. Resolve this force into components acting along members AB…

Q: respect to point A. 14 KN fent of the force system shown in Fig. (1) with 60 kN 4 3 18 m 400 kN.m…

Q: The following are the data obtained in a stream-gauging operation. A current meter with... a…

Q: You are asked to design a small wind turbine (D-x+1.25 ft, where x is the last two digits of your…

Q: Q1: Estimate the quantities of the following items of a two roomed building for the given plan using…

A: 1) Earthwork in Excavation in Foundation Depth = 0.3+0.3+0.3= 0.9 m Width = 0.9 m Length =…

Q: 0211 A reinforced concrete one way slab is built integrally with support, consist of two equal spans…

A: As per Bartleby's guidelines we are supposed to answer only first three questions. Kindly repost…

Q: A 200 g/l solution of common salt was discharged into a stream at a constant rate of 25.. 1/s. The…

Q: - For a certain loading condition, a saturated clay layer undergoes 40% consolidation in a period of…

Q: 2) The simply supported beam with a channel cross-section carries the loads as shown. Determine the…

Q: A person slides a refrigerator 2.5 meters across a kitchen floor. How much work is done by the…

A: Asked: To determine the work done in pushing the refrigerator with given force and displacement.…

Q: A doubly reinforced beam 300 mm x 680 mm effective is reinforced on tension and compression side…

Q: Rigid bar ABC is supported by two identical solid bronze [oy = 331 MPa; E = 105 GPa; a = 22.0 x…

A: Calculate the diameter d2 required for the steel rod. so, that the deflection of joint 'B' is zero…

Q: Use the substitute member to make a complete analysis of the complex truss shown. 15 kN b d 3m a. f…

A: This truss which we are solving is a space Truss. A space truss is used in the three-dimensional…

Q: A gasoline pump fills a 80-L tank in 1 min 15 s. If the pump exit diameter is 9.4 cm, what is the…

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…

Q: Adj Express the force F in Cartesian vector from if Point B is located 2m along the rode 6 m (2-1) 6…

Q: Which of the following best describes a Venturi Meter? an opening having a closed O perimeter in a…

A: Venturimeter are Flow Measurement Instruments Which uses a converging section of pipe where we apply…

Q: Following are the results of a shrinkage limit test: n 1: Determine the shrinkage ratio of the soil.…

A: Given data- Initial volume of saturated soil Vsat=24.6 cm3Final volume of dry soil Vdry=15.9…

Q: d) e) f), with full solution

A: d) The yield point is the point on a stress-strain curve that indicates the limit of elastic…

Q: Q1. Two forces F₁ and F₂ act on the screw eye. If the resultant force FR has a magnitude of 80 lb…

Q: Q1: Estimate the quantities of the following items of a two roomed building for the given plan using…

A: Given data:- Dimension of 2 doors are 1.5 m×2.5 m Dimension of 4 windows are 1.2 m×1.5 m Dimension…

Q: Q2: The evaporation rate from the surface of a 15Km² lake is 8.5mm/day. Determine the depth change…

Q: You have a pipe with an inside diameter of 3.48 in. and roughness 0.00032 in. A fluid with specific…

Q: The product of the coefficient of velocity and coefficient of contraction is called: Coefficient of…

Q: Select the lightest W-shape that can resist a service dead load of 278 kN and a service live load of…

A: Answer We are given Service dead load = 278 KN Service Live load = 556 KN Effective length KL = 7.3…

Q: A circular aluminum alloy [E = 70 GPa; a = 22.5 x 10-6/°C; v = 0.33] pipe has an outside diameter of…

Q: The flow over a weir may be either free or submerged. If the water surface downstream from the weir…

Q: The data gathered from an experiment to determine the specific gravity of aggregates were summarized…

Q: Section 0 1 2 Remark VR (m/s) Depth (m) (degrees) - - - Right bank. 1.75 55 1.8 1.84 57 2.5 2.00 60…

Q: The polymer bar shown in the figure below has a width of b = 59 mm, a depth of d = 90 mm, and a…

Q: Water flows through a 75 mm diameter pipe at a velocity of 3 m/s. Find the mass flow rate in kg/sec…

Q: tión 3: Use method of section: Find the force in member BH? * 9 kN 12 KN 9KN B lo G 130 E 10m 10m…

Q: Q1: A box culvert of (3×3)ft designed to accommodate 135 ft³/sec. the culvert length and slope are…

A: Given, Q = 135 cfs L = 100 ft S = 2.5% TW = 5 ft

Q: FA 300 lb Weight of forklift: 2,000 lb Weight of load: 900 lb Wheels at B are free to roll.…

Q: 2.- The bar in the figure is loaded by the forces shown at B and C. Determine the reactions at A and…

Q: Civil engineering geology With regard to rock properties, define what is mass property and…

A: Engineering Geology : Engineering Geology is the software of geology to engineering research to make…

Q: Determine the reaction at the supports using E= 70 GPa and I = 1,300,000,000 mm^4. Use excel…

A: Applying three moment equation to span (1) and span…

Q: : Find the resultant of the force system shown in Fig 2. 100 N 15 cm 30 N 20 N 20 cm A 45° 5 kN

Q: 2) The simply supported beam with a channel cross-section carries the loads as shown. Determine the…

Concept explainers

Unit Hydrograph

Hydrology is the science which deals with the study of water on the earth’s surface. The word Hydrograph is derived from the word hydro which means water. Hydrograph is basically a graph in which the discharge is plotted against the time interval at a specific point in a river or other channel. In a hydrograph, the discharge is plotted along the y-axis and time interval is plotted along the x-axis. Hydrograph is used to estimate the runoff. The variations in discharges with the change in time is shown by a hydrograph. It was revealed that the total discharge at an outlet increases with time by a kinematic wave model.

Question

Q1.
Find linear relation between Discharge (Y cumec) and Stage (x m) of for the
below hydrologic data:
X
Y
X
Y
X Y
X Y
18
905.7
19
1004.66
1
12.86
19
1004.66
17
811.9
12
420.3
19
1004.66
88.78
12
420.3
3
40.5
8
199.9
723.26
5
88.78
17
811.9
3
40.5
639.78
4
62.06
6
120.66
7
157.7
199.9
5
88.78
13
488.3
10 299.78
1
12.86
488.3
5
88.78
12 420.3
14 561.46
811.9
12
420.3
17 811.9
14 561.46
157.7
3
40.5
3
40.5
10
299.78
88.78
811.9
6
120.66
1 12.86
1108.78
6
120.66
10 299.78
1108.78
157.7
905.7
16 723.26
561.46
12.86
3
40.5
62.06
1004.66
9 247.26
88.78
639.78
488.3
639.78
120.66
811.9
12
420.3
357.46
7 157.7
13
17
7
5
20
18
1
19
17
11
1215256
17
20
7
13
LASZO
14
4
5
16
15
8
5
17 811.9
157.7
7

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

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps with 3 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

OTO 'T Hydrology • Flood Routing • HW • Q1// . • The inflow and outflow hydrograph for a river reach are as shown in columns 2 and 3 of the Table. Determine K and x for the reach. (1 ||| = t + فلاتر O 4th year civil engineering class Inflow Time (hr) (cms) 0 12 24 36 48 60 72 84 96 108 120 132 144 156 168 Outflow (cms) 0 2.3 14.5 28.4 31.8 29.7 25.3 20.4 16.3 12.6 9.3 6.7 5 4.1 3.6 0 2 7 11.7 16.5 24 29.1 28.4 23.8 19.4 15.3 11.2 8.2 6.4 5.2 إضافة شرح... × mum
Find the missing flow values in pipes 2, 7, 8; and the input and output values to the network shown. Flow m3/s 0.144 Pipe (... ). ( .) 160 2 185 3. 0.056 752 10 4 0.048 1515 0.096 177 (.. .) 6. 0.054 565 (......) 7. 1670 1574 9. -0.050 933 10 -0.050 4370
H.W. Given below the data of stage and discharge for a certain channel. Find the extension of rating curve for these data, using Logarithmic and Least square methods with two cases : 1. a=0 2. а#0 Note :Use (In) instead of (log). Stage (m) Discharge (m³ /s) 6 7 9 | 10 12 15 17 20 45 80 180 254 405 720 920 Hayder H. Alwan
Q4-The stream flows due to three successive storms of 2.9, 4.9 and 3.9 cm of 6 hours duration each on a basin are given below. The area of the basin is 118.8 km². Derive a 6-hour unit hydrograph for the basin. An average storm loss of 0.15 cm/hr can be assumed. Time (hr) 0 Flow (cumec) 20 3 50 6 92 9 140 12 199 15 202 18 204 21 24 84.5 27 30 33 45.5 29 20
What volume equalization basin is required to even outflow variations in the following data? Assume the flows are hourly averages. Time 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 Flow (m³/s) 0.0875 0.0700 0.0525 0.0414 0.0334 0.0318 0.0382 0.0653 0.113 0.131 0.135 0.137 Time 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 Flow (m³/s) 0.135 0.129 0.123 0.111 0.103 0.104 0.105 0.116 0.127 0.128 0.121 0.110
Q3: A) The recorded discharges and stages at the hydrological station on a channel is given below. Estimate accurately the discharge when the stage is 20 m? Discharge, m³/s Stage, m 0.0 3 4.2 5 12.0 7 40.5 12 54.7 14 70.3 16 154.8 25
(b) Route the inflow hydrograph given below through the reservoir assuming initial storage of 52X10° m³ of water. The storage-discharge relationship for the reservoir is, also given below. Inflow Hydrograph Time (hours) Inflow rate (m³/s) 60 4 6. 8. 10 12 14 16 18 20 100 200 360 600 1310 1930 1460 930 650 440 Storage-discharge relationship Storage (10 m²) Discharge rate (m'/s) 52 56 67.5 88 113 20 120 440 1100 2000
8.1 The storage, elevation and outflow data of a reservoir are given below: Outflow discharge (m³/s) Elevation (m) 299.50 300.20 300.70 301.20 301.70 302.20 302.70 Storage 10 m² 4.8 5.5 6.0 6.6 7.2 7.9 8.8 0 0 15 Time (h) 0 3 6 9 12 Discharge (m/s) 10 20 52 60 53 40 75 115 160 The spillway crest is at elevation 300.20 m. The following flood flow is expected into the reservoir. 15 18 21 24 27 43 32 22 16 10 If the reservoir surface is at elevation 300.00 m at the commencement of the inflow. route the flood to obtain (a) the outflow hydrograph and (b) the reservoir elevation vs time curve. 8.2 Solve Prob. 8.1 if the reservoir elevation at the start of the inflow hydrograph is at 301.50 m.
8.5 A small reservoir has a spillway crest at elevation 200.00 m. Above this elevation, the storage and outflow from the reservoir can be expressed as Storage: Outflow: where $=36000 - 18000 y (m²) Q=10y (m³/s) y = height of the reservoir level above the spillway crest in m. Route an inflow flood hydrograph which can be approximated by a triangle as I=0 at 1=0 h I-30 m³/s at 1 6 h (peak flow) I=0 at 1 26 h (end of inflow). Assume the reservoir elevation as 200.00 m at t=0 h. Use a time step of 2 h.
Sounding and current meter measurement data for Wawa River are shown below. The starting velocity and proportionality constant after the current meter calibration are 0.04 and 0.7 respectively for v in m/s. What is the total streamflow at Wawa River? Left Bank Flow Depth of Time Distance Depth Revolutions Measure (second) (meter) (meter) 0.2D 10 21 1 0.751 0.8D 24 23 0.2D 16 35 2 0.875 0.8D 29 38 0.2D 21 42 1.243 0.8D 38 48 0.2D 26 50 4 1.564 0.8D 45 55 0.421 0.6D 25 29 6. 0.214 0.6D 10 19 7
3 (a) What is a flow rating curve"? Explain its use. Sketch a typical flow rating curve. (b) Following velocities were recorded in a stream with a current meter. Depth above bed (m): 0 1 2 3 4 Velocity (m/sec): 0 0.5 0.7 0.8 0.8 Find the discharge per unit width of stream near the point of measurement. Depth of flow at the point was 5 m. (3.75 cumec)
10:19 4 Quiz Hydro_1756661bfb3.. Given below are the stream flows from a catchment area of 10 000 m?due to a storm with 3.44 cm precipitation Time (hr) Flow(m /sec) 15 0 1 2 3 4 5 6 25 50 55 7 8 9 10 24 20 15 48 35 30 27 Separate the base flow from direct runoff flow by using the Straight line method.