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• 1. programme2---PhD-Workshop-preceding-Adaptation-Research-Conference

  with whom a slot is proposed to be swapped. In the closing session on Friday afternoon another two Workshop participants will be offered the opportunity of presenting a brief summary of key impressions and messages (2 x 5 minutes). This will require some degree of co-ordination among the rapporteurs. The Conference organizers need to know in time (Friday morning at the latest) who will present /media/loftslag/programme2---PhD-Workshop-preceding-Adaptation-Research-Conference.pdf

• 2. VI_2009_006_tt

  leads to c = h1u1 h2u2 h1 h2 : (3.2) Using the Manning equation for discharge per unit width, q, q = 1 n0 hR2=3H S 1=2 0 ; (3.3) where n0 is the Manning coefficient, h is the flow depth, RH is the hydraulic radius and S0 is mean channel slope; the relationships: u h2=3, q h5=3 and u q2=5 can 18 be derived for a wide rectangular channel for which RH h and u = q=h. Now using u1h1 = q1, u2h2 /media/vedurstofan/utgafa/skyrslur/2009/VI_2009_006_tt.pdf