TRUWORTHS Truworths Account Application AD Get R1000 Fashion Vouchers To Spend In-Store When Your Truworths Account I... Apply Now UNIVERSITY Department of Civil Engineering Science OF JOHANNESBURG Faculty of Engineering and the Built Engineering URBAN HUDRAULICS 4A (SDCI4A) (2024) Assignment 2: Stormwater Systems 1) A 450 mm diameter culvert has been designed to convey a discharge of Q = 0.55 m³/s of storm-water under a residential road. The culvert is 37.5 m long and has a slope of 1.3%. The downstream flow depth was obtained as 0.35 m from a hydraulic analysis. You are required to determine: 1.1 the head required to convey the discharge through the culvert at full flow conditions; (a) If concrete pipe is used with a Manning's roughness coefficient of n = 0.0155 with an inlet headwall of socket type. (b) If corrugated steel pipe is used with a Manning's roughness coefficient n=0.024 with an inlet headwall of square edge design. 1.2 What is the corresponding headwater depth in 1.1 (a) and (b) above? Due date: 25 April 2024 Note: Marks will be deducted for late submission (10%/day of delay). Good Luck!
TRUWORTHS Truworths Account Application AD Get R1000 Fashion Vouchers To Spend In-Store When Your Truworths Account I... Apply Now UNIVERSITY Department of Civil Engineering Science OF JOHANNESBURG Faculty of Engineering and the Built Engineering URBAN HUDRAULICS 4A (SDCI4A) (2024) Assignment 2: Stormwater Systems 1) A 450 mm diameter culvert has been designed to convey a discharge of Q = 0.55 m³/s of storm-water under a residential road. The culvert is 37.5 m long and has a slope of 1.3%. The downstream flow depth was obtained as 0.35 m from a hydraulic analysis. You are required to determine: 1.1 the head required to convey the discharge through the culvert at full flow conditions; (a) If concrete pipe is used with a Manning's roughness coefficient of n = 0.0155 with an inlet headwall of socket type. (b) If corrugated steel pipe is used with a Manning's roughness coefficient n=0.024 with an inlet headwall of square edge design. 1.2 What is the corresponding headwater depth in 1.1 (a) and (b) above? Due date: 25 April 2024 Note: Marks will be deducted for late submission (10%/day of delay). Good Luck!
Solid Waste Engineering
3rd Edition
ISBN:9781305635203
Author:Worrell, William A.
Publisher:Worrell, William A.
Chapter8: Landfills
Section: Chapter Questions
Problem 8.6P
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![TRUWORTHS
Truworths Account Application
AD Get R1000 Fashion Vouchers To Spend
In-Store When Your Truworths Account I...
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UNIVERSITY
Department of Civil Engineering Science
OF
JOHANNESBURG
Faculty of Engineering and the Built Engineering
URBAN HUDRAULICS 4A (SDCI4A) (2024)
Assignment 2: Stormwater Systems
1) A 450 mm diameter culvert has been designed to convey a discharge of Q = 0.55 m³/s of
storm-water under a residential road. The culvert is 37.5 m long and has a slope of 1.3%. The
downstream flow depth was obtained as 0.35 m from a hydraulic analysis. You are required
to determine:
1.1 the head required to convey the discharge through the culvert at full flow conditions;
(a) If concrete pipe is used with a Manning's roughness coefficient of n = 0.0155 with an
inlet headwall of socket type.
(b) If corrugated steel pipe is used with a Manning's roughness coefficient n=0.024 with
an inlet headwall of square edge design.
1.2 What is the corresponding headwater depth in 1.1 (a) and (b) above?
Due date: 25 April 2024
Note: Marks will be deducted for late submission (10%/day of delay).
Good Luck!](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa2835844-3ec3-4059-9049-2bc8c2b938e0%2Fdad1e667-e990-4692-a2e0-3476d0b7c855%2F5ufjxki_processed.jpeg&w=3840&q=75)
Transcribed Image Text:TRUWORTHS
Truworths Account Application
AD Get R1000 Fashion Vouchers To Spend
In-Store When Your Truworths Account I...
Apply Now
UNIVERSITY
Department of Civil Engineering Science
OF
JOHANNESBURG
Faculty of Engineering and the Built Engineering
URBAN HUDRAULICS 4A (SDCI4A) (2024)
Assignment 2: Stormwater Systems
1) A 450 mm diameter culvert has been designed to convey a discharge of Q = 0.55 m³/s of
storm-water under a residential road. The culvert is 37.5 m long and has a slope of 1.3%. The
downstream flow depth was obtained as 0.35 m from a hydraulic analysis. You are required
to determine:
1.1 the head required to convey the discharge through the culvert at full flow conditions;
(a) If concrete pipe is used with a Manning's roughness coefficient of n = 0.0155 with an
inlet headwall of socket type.
(b) If corrugated steel pipe is used with a Manning's roughness coefficient n=0.024 with
an inlet headwall of square edge design.
1.2 What is the corresponding headwater depth in 1.1 (a) and (b) above?
Due date: 25 April 2024
Note: Marks will be deducted for late submission (10%/day of delay).
Good Luck!
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