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Titel Influence of nonuniform solid concentration on surge occurrence of muddy debris flow and viscous debris flow
VerfasserIn Muneyuki Arai
Konferenz EGU General Assembly 2010
Medientyp Artikel
Sprache Englisch
Digitales Dokument PDF
Erschienen In: GRA - Volume 12 (2010)
Datensatznummer 250038398
 
Zusammenfassung
Debris flows are classified into some types by flow mechanism. Viscous debris flow and muddy debris flow have a common important characteristic that lots of surges flow intermittently. Authors have shown that surges are generated by flow instability as same as roll waves. This paper is reported the influence of nonuniform solid concentration in the flow into surge occurrence of muddy debris flow or viscous debris flow. It is difficult to discuss a general solution of any solid concentration form in the flow. Therefore it is simplified that the flow has two different concentration layers. The concentration of a lower layer is C-„“, thickness h-„“ from bottom to h-„“, the concentration of an upper layer is Cu, thickness hu from hl to surface of the flow, and C-„“ is greater than Cu. From the theoretical consideration, when the concentration is nonuniform, the flow is stable than uniform concentration. A theoretical result on muddy debris flow is as follows, F -‰¥ -ˆ˜-----------1-------------- r { (3 )}2 ( ) Φ + 2 - β - β β - 1 (1) here, [ ] [ ]- 1 -ˆ˜ ------2 -1{-1-} -1{ 1-} -ˆ˜ -----2- Φ = 1+ φm - φu × sinh φm - sinh φu - 1+ φm + φm [ { { ( )}2} ( ) ( )-ˆ˜ ------- β = a 2+ sinh -1 Y0 - 2 sinh-1 Y0 φ-„“ + 2 sinh-1 Y0 φ-„“2 + a2 φ-„“ φ -„“ φ-„“ { -1( Y0) -ˆ˜ --2---2} -1( a-) { -1( a-)}2 - 2 a sinh φ-„“ + φ-„“ + a -‹ sinh φ-„“ + a sinh φ-„“ { (Y0 )}2 { { (Y0 )}2} (Y0) -ˆ˜ ------- +2 + sinh-1 φ-- - a 2+ sinh-1 φ-- +2 sinh- 1 φ-- φu2 + 1 ( ) u-ˆ˜ -------- { ( u) -ˆ˜ -------} u ( ) - 2 sinh-1 Y0 φu2 + a2 - 2 sinh-1 Y0- + φu2 + 1 -‹ sinh-1 -1- { ( φu)} { ( ) φ-ˆ˜u-------} ( ) φu + sinh- 1 1-- 2 + 2 a sinh-1 Y0- + φu2 + a2 -‹ sinh-1 -a- φu φu φu { ( a) }2] [ ( 1 ) ( Y ) -ˆ˜ ------- ]-2 - a sinh-1 --- × sinh-1 --- - sinh-1 --0 - 1 + φm2 + φm φu φm φm φ2 = ( ) λ2aisiκn2α, λ = {( ) 1 } C*C 3 - 1-1 : linear concentration, H = h-„“ + hu : depth of flow, a = h-„“ H, d : particle size, ks : equivalent roughness , b=1/30, β : momentum correction coefficient, Fr : Froude number, κ : Karman constant, σ : dencity of solid particle, ρm : mean density of flow, C* : concentration of packed solid particles, C : mean concentration, suffix m: mean of depth, -„“: lower layer, u: upper layer.