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Sun wind water earth life living legends for design AR2U070 Territory (design) 5ECTS AR0112 Civil engineering for dummies (calculations) 2ECTS. Prof.dr.ir. Taeke M. de Jong Prof.dr.ir. C. van den Akker Ir. D. de Bruin Drs. M.J. Moens Prof.dr.ir. C.M. Steenbergen Ir. M.W.M. van den Toorn
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Sun windwaterearth life livinglegends for designAR2U070 Territory (design) 5ECTSAR0112 Civil engineering for dummies (calculations) 2ECTS Prof.dr.ir. Taeke M. de Jong Prof.dr.ir. C. van den Akker Ir. D. de Bruin Drs. M.J. Moens Prof.dr.ir. C.M. Steenbergen Ir. M.W.M. van den Toorn http://team.bk.tudelft.nl/ >education
Publish on your website: AR2U070 (5 ECTS) how you could take water into account in your • atlas • earlier work and • in the future using .xls experiments. AR0112 (2 ECTS) calculations and observations of water in any location and your design, check your observations using .xls experiments and math.
Take home exam: • Make your own website, publish your solution of 9 take home assignments, concerning earlier work the common atlas and future applications on your website before 1 October 2007. • Publish additions concerning actual and future work before 1 December 2007. • Please keep the numbering of the assignments and make them easy to be found for judgement on your website.
List of participants • Please check your name, email, URL and later your RESULTS. • If you take exception to publish your marks this way on the internet or find mistakes in data, please mail to:M.E.Wenmeekers-Thomas@bk.tudelft.nl
Weirs divide the water of the Rhine IJsselkop Pannerdense kop
Water managemant tasks in lowlands 03 Water supply and purificatien 01 Water structuring 02 Saving water 04 Waste water management 07 Re-use of water 05 Urban hydrology 06 Sewerage 08 High tide management 11 Wetlands 09 Water management 10 Biological management 12 Water quality management 13 Bottom clearance 14 Law and organisation 15 Groundwater management 16 Natural purification
Need of drainage and flood control Flooding of a canal in Delft Deep canal in Utrecht
Distance between trenches The necessary distance L between smallest ditches or drain pipes is determined by precipation q [m/24h], the maximally accepted height h [m] of ground water above drainage basis between drains and by soil characteristics.Soil is characterised by its permeability k [m/24h]. A simple formula is L=2(2Kh/q).
Closed sluices Uitwateringssluis Inlaatsluis Keersluis Ontlastsluis
Open sluices Uitwateringssluis Inlaatsluis Ontlastsluis Irrigatiesluis
Weirs Schotbalkstuw Schotbalkstuw met wegklapbare aanslagstijl Naaldstuw Automatische klepstuw Wielschuif rechtstreeks ondersteund door jukken Wielschuif via losse stijlen ondersteund door jukken Dakstuw Dubbele Stoneyschuif
Locks Schutsluis Dubbelkerende schutsluis
Locks Schutsluis Dubbelkerende schutsluis
Locks Schutsluis Dubbelkerende schutsluis