Remembering the sacrifice of those who lost their lives during the landings is vital, said Mr Froude
headed in his second goal of the game from Andy Mair's corner in the second half.
GPS coordinates are in UTM, NAD83, Zone N15 LR-1 River Little River GPS Coordinates 0299358/3811669 Channel width [m] 14 Mean water depth [cm] 18.0 ([+ or -] 4.24 SD) Mean flow velocity [cm/s] 0.47 ([+ or -] 0.62 SD) Froude
number 0.0035 Reynolds number 6500.08 Number of nets 34 Number of recaptured microparticles 168 LR-2 River Little River GPS Coordinates 0336540/3756900 Channel width [m] 17 Mean water depth [cm] 7.8 ([+ or -] 3.82) Mean flow velocity [cm/s] 14.75 ([+ or -] 6.91) Froude
number 0.1687 Reynolds number 88502.39 Number of nets 36 Number of recaptured microparticles 155 KR-1 River Kiamichi River GPS Coordinates 0270114/3821052 Channel width [m] 43 Mean water depth [cm] 59.1 ([+ or -] 21.87) Mean flow velocity [cm/s] 0.87 ([+ or -] 1.19) Froude
Leg length (L) was measured (m) from the anterior superior iliac spine to the medial malleolus in order to derive Froude
number (Fr) (Fr = [v.sup.2]/gxL: v = velocity, g = acceleration due to gravity, L =leg length) for each individual at each speed.
scored again before Lewis Todd pulled one back.
where [d.sub.s] is the scour depth; b is the width (diameter) of bridge pier; [K.sub.s] is the shape factor; [K.sub.[theta]] is the pier alignment factor; [d.sub.50] is the median sediment size; [y.sub.1] and [V.sub.1] are approach depth and velocity, respectively; [V.sub.c] is the velocity for initiation of motion of sediment; F[r.sub.1] is the approach Froude
number ([V.sub.1]/[square root of (g[y.sub.1])]); F[r.sub.b] is the approach pier Froude
number ([V.sub.1]/[square root of (gb)]); [R.sub.1] is the approach Reynolds number ([V.sub.1][y.sub.1]/v), and [R.sub.b] is the pier Reynolds number ([V.sub.1][b.sub.1]/v).
The results also showed the influence of downstream Froude
number for trapezoidal side weir and upstream Froude
number for rectangular side weir in prediction of the discharge coefficient for both of side weirs.
Iranmanesh and Passandideh Fard numerically investigated water entry of a horizontal circular cylinder for low Froude
numbers by the combination of the fast-fictitious-domain method and the volume-of-fluid (VOF) technique .
number modeling is often used as the scaling technique in fire situations where the Reynolds number is sufficiently large, turbulent conditions prevail, and buoyancy forces are dominant.
 developed an asymmetric lattice Boltzmann model for one-dimensional flow flows which can simulate flows with Froude
numbers larger than 1.
The contract for the test bed went to Heenan and Froude
. The outbreak of war meant the project had to be suspended.
Scour Around Circular Bridge Piers at High Froude