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 »
Link to exercise Slides Cu06997 lecture 11_exercises from Henk Massink Video
Link to exercise Slides Cu06997 lecture 10_exercises from Henk Massink Video
Link to exercise Slides computation excercise 1 and 2 Exercise 1 Exercise 2 Slides Exercise 3 Cu06997 9 exercise3 from Henk Massink Exercise 3
Link to exercise Slides solution Cu06997 lecture 8_exercise from Henk Massink Exercise, question 3
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 »
Link to exercises Slides Cu06997 lecture 6_exercises from Henk Massink Exercise 1 computation Exercise 2 computation Exercise 3 computation Exercise 4 computation
Link to computation 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 Lecture 12 ; Exercises Read more »
Link to lecture 11 Link naar les 11 Link to computation Exercise