streamflow: water transported out of catchment through channels
discharge: volume of water which passes cross-section of river per unit of time
closely related to flow velocity and water level
determine where erosion and sedimentation occur and which aquatic flora and fauna can survive in river
discharge determined by size and cross-section of channel, roughness caused by channel bed and slope of water table
discharge is high when cross-sectional areas is large and flow velocity is high
Q=mean(v)∗A
Q (m3/s) = discharge
mean(v) (m/s) = average flow velocity of cross-sectional area
A (m2) = cross-sectional area
flow velocity is lower closer to banks and bed where friction slows water down
mean(v)=C∗[sqrt(S0∗Rh)]
C (m0.5/s) = Chezy constant
S0 = slope of channel bed
Rh (m) = hydraulic radius
Chezy constant/coefficient: measure for conductivity of channel bed and banks
high C value = smooth river bed and banks = no slowing down of flow velocity
Rh=A/P
A (m2) = cross-sectional area
P (m) = wetted perimeter
discharge high in rivers with smooth beds and banks, large cross-sectional area, steep slopes and large hydraulic radius
discharge capacity: amount of water a channel can transport
flow velocity measured with propeller current meter at multiple locations measuring rotations or using acoustic doppler current profiler (ADCP) attached to river banks emitting sound waves measuring change in frequencies
measure water level continuously using stilling wells: vertical tubes which are connected to river via small horizontal tube with attached floating device or pressure sensory to measure water level
rating curve/Q-h-relation/stage-discharge relation: converting water level to discharge by measuring both high and low discharges
stream restoration projects: length of brook increases while river water level decline does not increase