Exam #1 Flashcards
Drainage density
Reflects spacing of stream channels
D= length of channel (km) / basin area (km2)
Stream order and 3 methods
Way to describe stream size
Horton, shreve, strahler
Horton stream order
Looks at entire stream length
Strahler stream order
Just stream reach
Shreve stream order
Just stream reach but additive
Basin magnitude (m)
Of first order streams in a basin
Magnitude=shreve stream order
Ruggedness Number
Drainage density x relief
Relief = max elev - min elev
Reynolds’s number
Describes properties of flow
Re <_ 500 = laminar
Re>_ 2000 = turbulent
Ke = 500-2000 = transition from L to T
Reynolds’s Number equation
Re=vle/u
V=flow velocity
L= length→ a/Pw
e= density of water
u= viscosity of water
Hydraulic radius
Ratio that describes how efficient water flow is
Rh= A/ pw
A-cross sectional area
Pw- wetted perimeter
Froude Number
Ratio of water velocity (v) and surface wave propagation velocity (vw)
→ measures how erosive flow is
Fr= v / vw =v/ square root (gh)
V-velocity of water
G-accel of gravity
H-height of water column
Supercritical
V> vw → fr> 1
Shallower flow, more erosive energy
Critical flow
V= vw → fr =1
Ripple wave moving upstream would be stationary
Subcritical flow
V< vw → fr <1
Tranquil, deeper flow.. Little erosive energy
Q-H relationship for critical flow @dip
Q = WcHcVc
Q → river discharge
Wc →width
Hc →height
Vc → square root ( gh)
Water flow over a spillway
Q=Wc (square root of 8/27 g)H^ 3/2
Wc = width of water@top of dam
H= height of water just above dam
Q=v2WcH2
V2= velocity@ dip
H2=height of water at dip
Weirs
Man-made structure designed to force flow to become critical so Q can be calculated
Two main types of weirs
Rectangular→ flow through rectangular opening
Q = CWcH^ 3/2
V-notch → flow through v, more accurate
Q=ctan(0/2)H^5/2
Major water reservoirs
→ lakes/streams/river/ponds
→glaciers (ice)
→aquifers:ground water
→ atmosphere
→ soils
Hydrology
Mainly surface water concerned w/origin, circulation, distribution, properties of water on earth
Hydrography
Stream discharge (Q) over time
Infiltration capacity
Rate @ which water can be absorbed into ground
IC>P= No OF
IC<P=OF