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            u2H = y + z + —  [m]           2·g y   = Pressure Head  [m] z   = Potential Head [m] u2 —  = Velocity Head   [m] 2·g u   = …

Total Head Read more »

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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 …

CU06997 Exercise lecture 12 ; computation Read more »

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

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

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

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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. …

CU06997 Exercise lecture 7 ; computation Read more »

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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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