Category: Computation

CU06997 Exercise lecture 13 ; computation

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CU06997 Exercise lecture 12 ; computation

Link to exercise Ditch with a length of 700 m. Bed-slope is 1:3000, Downstream bed level is +0, m N.A.P. Downstream a weir; width 5 m, m= 1,7, level crest 0,7 m N.A.P, free flow. Cross section; bed width 2

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CU06997 Exercise lecture 11 ; computation

Link to exercise Slides Cu06997 lecture 11_exercises from Henk Massink Video

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CU06997 Exercise lecture 10 ; computation

Link to exercise Slides Cu06997 lecture 10_exercises from Henk Massink Video

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CU06997 Exercise lecture 9 ; computation

Link to exercise Slides computation excercise 1 and 2 Exercise 1 Exercise 2 Slides Exercise 3 Cu06997 9 exercise3 from Henk Massink Exercise 3

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CU06997 Exercise lecture 8 ; computation

Link to exercise Slides solution Cu06997 lecture 8_exercise from Henk Massink Exercise, question 3

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CU06997 Exercise lecture 7 ; computation

Link to lecture 7 Link naar les 7 Link to exercise Picture showing how to use Bernoulli Slides computation: Cu06997 assignment 6 2014_answer from Henk Massink In de text H and h line is mentioned, this is a bit confusing.

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CU06997 Exercise lecture 6 ; computation

Link to exercises Slides Cu06997 lecture 6_exercises from Henk Massink Exercise 1 computation Exercise 2 computation Exercise 3 computation Exercise 4 computation

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CU06997 Exercise lecture 5 ; computation

Link to exercise lecture 5 Exercise 1 plus answer Water-depth (D) = 1,5 m at P1 and P2 Discharge Q = 21 m3/s Bed width ditch (W) = 4 m Slope ditch (S) = 1:3Questions: Calculate the Hydraulic Radius for

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CU06997 Exercise lecture 4 ; computation

Link to exercise Slides Cu06997 lecture 4_answer from Henk Massink Exercise 1 Exercise 2 Exercise 3

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