Easy way to learn about any thing is Watching Vedios.
Detailed Exercise/Practicle of Fresh Concrete Slump Test
Vedio URL: https://youtu.be/W4UIjISP7vI
مفید معلومات اور کتابیں مفت ڈاوئنلوڈ کریں اور مزید معلومات کے لیےکمنٹس کریں اور بلاگ کو بہتر بنانے کے لیے رائے ضرور دیں۔
| 
Outlet / Mogha | 
The hydraulic structure through which irrigation water is
  discharged into watercourse. | 
| 
Non modular outlet | 
An outlet in which discharge depends upon the hydraulic
  head difference between FSL canal and FSL watercourse. E.g. scratchly outlet,
  pipe outlet, in submerged condition | 
| 
Semi modular outlet | 
An outlet in which the discharge depends upon water level
  in canal only, and is independent of water level in watercourse. E.g. open
  flume, adjustable orifice outlets. | 
| 
Modular outlets | 
An outlet in which the discharge is independent of water
  level in canal and watercourse. | 
| 
Crest of mogha | 
The bed or sill of mogha at constricted section | 
| 
LRTB | 
The elevation of lower side of roof block fixed in AOSM
  outlet | 
| 
Width of throat | 
Width of constriction section of outlet | 
| 
Discharge | 
Volume of water flow per unit of time. Also known as flow
  rate | 
| 
Watercourse | 
Channel which conveys water from canal to the field for irrigation
  purpose | 
| 
FSL | 
FSL (Full Supply Level) represents water surface elevation | 
| 
Slope | 
The difference in elevation per unit length (drop per unit
  length) | 
| 
Side slope | 
It is the slope of inclined surface of trapezoidal channel
  and is expressed as ratio of horizontal to vertical. (Z:1) | 
| 
Head loss | 
Decrease in FSL due to slope | 
| 
Flow depth | 
Difference between water surface level and bed level of a
  channel | 
| 
Freeboard | 
The height of berm above the maximum designed water
  surface | 
| 
Turnout | 
Control structure that diverts water from watercourse to
  the field | 
| 
Check Structure | 
Structure that heads up the FSL up to elevation needed for
  the turnout | 
| 
Drop | 
Structure used to drop water at lower level and dissipate
  its excess energy. | 
| 
Syphon | 
Structure that carries the discharge of one channel
  beneath the bed of another channel | 
| 
Berm | 
Bank of the channel | 
| 
Velocity | 
Distance covered in unit time | 
| 
Wetted perimeter
  (P) | 
Cross sectional length in contact with water | 
| 
Hydraulic radius R | 
Ratio of flow area (A) to wetted perimeter (P) R=A/P It
  expresses the shape of the channel. | 
| 
Roughness
  coefficient | 
The resistance or friction between water and channel. Also
  known as Manning’s ‘n’ | 
| 
Hydraulics | 
Term denoting flow and characteristics of a liquid | 
| 
Nomograph | 
Sloution to Manning’s equation in graphical form | 
| 
Conveyance /
  delivery efficiency | 
Ratio of the water delivered from the canal to water
  delivered to the farm | 
| 
Right of Way | 
The space fixed by the Government for a community
  watercourse along its sanctioned route. |