Runoff phase of the hydrologic cycle, most important basic data for hydrologic studies
Stream
Flow channel into which the surface runoff from a specified basin drains
Hydrometry
Science and practice of water measurement
Streamflow measurement techniques
Direct determination of stream discharge
Indirect determination of streamflow
Directdetermination of stream discharge
Area-velocity methods
Dilution techniques
Electromagnetic methods
Ultrasonic method
Indirect determination of streamflow
Hydraulicstructures, such as weirs, flumes and gated structures
Slope-area method
Classification of Streams
Perennial Streams
Intermittent Streams
Ephemeral Streams
Stage
Water surface elevation measured abovedatum
Manual Gauges
Staff Gauge
Wire Gauge
AutomaticStageRecorders
Overcome the basic objection of manual staff gauges and provide continuousplot of stage vs time
Float-GaugeRecorder
Mostcommon type of automatic stage recorder, uses a float operating in a stilling well balanced by a counterweight
Bubble Gauge
Compressedair or gas is made to bleed out at a small rate through an outlet at the bottom of the river, pressure gauge measures the water column above the outlet
Methods of Streamflow Measurement
Volumetric method
Gravimetric method
Slope-Area Method
Velocity-area method
Control-section method
Slope-Area Method
Uses Manning's Rational equation to calculate velocity and discharge based on channel geometry and roughness
Velocity-area method
Determines velocity using floats or currentmeters, then calculates discharge from velocity and channel cross-section
Control-section method
Uses hydraulicstructures like weirs, flumes and orifices to provide a unique control section where discharge is a function of water surface elevation
Perennial Streams
-Water flows in these streams throughout the year. The primary water source can be from groundwater, surfacewater, or a combination of both.
Intermittent Streams - Intermittent streams flow for part or most of the year but may carry nowater during the dry season.
Ephemeral Streams - These streams flow only for a short time, usually after a large storm or snowmelt when there is an increase in water runoff. Ephemeral streams are very small and normally have a dry channel during the year.
The stage of a river is defined as its water surface elevation measured above datum. This datum can be mean-sea level (MSL) or any arbitrary datum, connected independently to the mean sea level.
Volumetric method and gravimetric method
The first two methods are applicable if the channel or the stream cross sectional area is small, and the flow is relatively slow/laminar. It is the simplest and quickest method of determining the flow, thus may cause inaccuracies on flow measurement of large channels.
Slope-Area Method
This method is most used by civil engineers in the design of channels (canals and drainage systems). It follows the Manning’s Rational equation wherein the following figure represents the cross-sectional area of the channel:
Velocity-area method
Float method
Current meter
Control-section method
-The use of these structures is that these structures provide a unique controlsection in the flow such that the discharge will become a function of the water surface elevation measured from the specific datum.
There are different categories of hydraulic structures: