Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
expand_more
expand_more
format_list_bulleted
Question
A lake with no outlet has a steady state volume of 5 x 1011 m3, the salt concentration in the lake is 100 g/L. The input to the lake is 3 x 109 m3/year with a salt concentration of 0.2 g/L. Assume that rainfall is negligible. At some point in the past the outlet to this lake stopped flowing and the input was balanced by evaporation, resulting in an steady increase in salt concentration. Estimate how long ago the outlet to the lake stopped flowing and state assumptions.
Expert Solution
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
Step by stepSolved in 3 steps
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
- The following shows the cross section and bending moment diagram of a two-bay continuous beam. The beam dimensions are 24" wide by 28" deep. Stirrups are #4. The maximum bending moments for the continuous beam are shown on the diagram. (Negative indicates tension at top and positive indicates tension at bottom). Determine the required effective depth, area of steel and number of top and bottom reinforcing bars using the sizes indicated.arrow_forwardThe annual evaporation from a lake is estimated to be 0.016 km³. If the lakes average surface area is 10.0 km², what is the daily evaporation rate in centimeters and inches?arrow_forwardA waste water stream (flow = 2 m3/s), ultimate BOD = 90 mg/l is joining a small river (flow = 12 m³/s) ultimate BOD = 5 mg/I. Both water streams gets mixed up instantaneously. Cross-section area at the river is 50 m2. Assuming Deoxygenation constant = 0.251 day. Estimated downstream BOD of river flow.arrow_forward
- An unconfined aquifer has experienced an average water level drop of 11-ft over the past year. If the area of the aquifer is 30,000 ft², the transmissivity is 100(10)-5 ft² and the specific yield is 0.25, what volume S of water (in ft³) has actually been lost or gained (specify) from storage over the year period?arrow_forwardQ1/ If concentration of total dissolved salts in Shatt Al- Arab water C = 6000 (p.p.m) and Shatt Al-Arab discharges its water into Arabian Gulf at flow rate Q=200 (m³/s). Calculate weight of Total Dissolved Salts carried by water of Shatt Al-Arab annually into water of the Gulf. ONLarrow_forwardAn unconfined aquifer (porosity, n = 0.29) with a specific retention of 0.11 has an area of 130 miles². The water table dropped 5.88 ft during a recent drought. Compute the volume of water lost from the aquifer storage during the drought. Assume there was no appreciable recharge during the drought, and all other fluxes can be neglected.arrow_forward
- The figure shows the cross section of a levee that is 500 m long and is underlain by a 2-m-thick permeable sand layer. It was observed that the quantity of water flowing through the sand layer into the collection ditch is 250 m³/day. What is the hydraulic conductivity of the sand layer? Elv. 160 m Levee 1 Elv. 150 m 2 m Ditch 125 m I Impervious O Sandarrow_forwardObserve the question and find correct solutionarrow_forwardGiven the earth dam and flow net shown, calculate the seepage loss under the dam if the water height behind the dam is 15ft. The soil has a hydraulic conductivity of 100 ft/year. EL 0 EL-10 Water Level 730 ft³/year O 650 ft³/year 500 ft³/year 890 ft³/year Water Level Yail=130 lb/ft³ Impervious Stratumarrow_forward
arrow_back_ios
arrow_forward_ios
Recommended textbooks for you
- Structural Analysis (10th Edition)Civil EngineeringISBN:9780134610672Author:Russell C. HibbelerPublisher:PEARSONPrinciples of Foundation Engineering (MindTap Cou...Civil EngineeringISBN:9781337705028Author:Braja M. Das, Nagaratnam SivakuganPublisher:Cengage Learning
- Fundamentals of Structural AnalysisCivil EngineeringISBN:9780073398006Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel LanningPublisher:McGraw-Hill EducationTraffic and Highway EngineeringCivil EngineeringISBN:9781305156241Author:Garber, Nicholas J.Publisher:Cengage Learning
Structural Analysis (10th Edition)
Civil Engineering
ISBN:9780134610672
Author:Russell C. Hibbeler
Publisher:PEARSON
Principles of Foundation Engineering (MindTap Cou...
Civil Engineering
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning
Fundamentals of Structural Analysis
Civil Engineering
ISBN:9780073398006
Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:McGraw-Hill Education
Traffic and Highway Engineering
Civil Engineering
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Cengage Learning