The branch of science which deals with stream flow measurement is known as Hydrometry( Science of Water) . The stream is an open channel where the surface runoff from the nearby catchment area ( drainage & basin) enters in it ( drains in it )
The stream flow measurement plays an important roles in ;
- To find the capacity of a reservoir
- To find the flood flow
- To find the depth of surface runoff which helps in finding the inflation capacity of the soil
- To find the Linear Water way (LWW), so that length of a bridge can be decided
- To find the elevation of weir (or)barrage across a river
There are 2 categories of stream flow Discharge measurement technique
Direct Measurement & Indirect Measurement
Direct Measurement :
Direct measurement consist of following methods
- Area Velocity method
- Dilution Method
- Elector-Magnetic method
- Ultra- Sonic method
Indirect Measurement :
Indirect measurement consist of following methods
- Hydraulic structures methods like wier, Notch, gates
- Slope Area Methods
Hydrograph
Hydrograph is a plot (Graph) is between the discharge of a river (Y – Axis) and the tome of flow of the river in chronological order (Increasing order in X- Axis). A Hydrograph is also known as flood hydrograph is also known as flood hydrograph (or) storm hydrograph which consist of direct runoff and basflow ( combine)
Types of Hydrograph:
- Hydrograph (Flood Hydro graph – Storm Hydrogrpah) – A plot of graph between discharge of river and time of flow of river ( Direct runoff + Base flow)
- Direct runoff hydrograph (DRH) – A plot of graph between the discharge of a river without base flow and time of flow of river
- Unit Hydrograph – A plot of graph between river without baseflow having 1 cm depth of DRO and time of flow of river
- Summation Hydrograph – Graph between the discharge of a river due to infinte duration of rainfall and time of flow
- Disrtribution hydrograph – A plot of graph between Percentage of Total runoff ( Y-Axis) and the time of flow)
- Synthetic Hydrograph – A Plot of discharge based on unit depth of runoff on a catchment and he time of flow