Personal Information
Occupation
Assistant Professor
Tags
uplift pressure
and canal regulation works
straight glacis fall
sheet pile
silt pressure
energy dissipation works
design of blanket
seepage and structural failures
irrigation methods
canal falls
canal falls and spillway
irrigation indices
irrigation scheduling
based on gtu syllabus water resources engineering
canal falls type
impervious floor design
trapezoidal canal fall
impervious floor
trepezoidal canal fall
khosla's theory
vertical drop fall
blihgh's creep theory
rectangle type canal fall
total creep length
bed pitching
cutoff
straight glasis fall
cutoff design
cistern design vertical drop fall
sarda type fall
ogee spillway
greater than 4.5 and v1 greater than 15 m/sec
u.s.b.r. type-ill basin for f
u.s.b.r. type-ii basin for f1 greater than 4.5 and
type i basin (f1 between 2.5 to 4.5)
1. horizontal apron - type-i 2. horizontal apron -
[b] indian standards basins
[a] u.s.b.r. stilling basins
sills and dentated sills
basin blocks or baffle blocks or baffle piers
chute blocks
stilling basin
energy dissipators
(3) slope of d/s face of gravity dam = 0.7 h : 1 v
design of spillway
practicalprofileofspillway
(ii) vertical component(pv) = weight of water in
horizontal component(ph)
wave pressure
water pressure
ice pressure
forces acting on a gravity dam are as follows :
earth quake pressure
wind pressure
weight of the dam
hydrodynamic pressure :
(a) seismic coefficient method(b) response spectr
earthquake forces (seismic forces) :
wind pressure :
5. wave pressure
forces acting on gravity dam
moment of weight of dam (w1 + w2 + w3) + moment
Σv = weight of dam (w1+w2+w3) + vertical forc
gate gallery
foundation gallery b. drainage gallery c. inspecti
overflow section
outlets
non-overflow section
shafts
drainage galleries
joints
power house
infinite length of blanket.
finite length of blanket
methods of normal and tangential components.
swedish slip circle
effect of tension crack
scale of photo graphs
oblique photographs
vertical photographs
low photographs
aerial photogrammetry
section of an earth dam : the design of an earth d
preventive measures for failures.
earthen dam section
hydraulic
foundation conditions
pervious cell
d/s slope protection
cutoff.
u/s slope protection
impervious cell
components of earthen dam
rock toe
drip irrigation
sprinkler irrigation.
irr
diversion headworks
concrete gravity dam
embankment dam
crop water relationship
leaching requirement & methods
necessity of scheduling
criteria of scheduling irrigation
critical stages of crop water need
economic irrigation efficiency
time of irrigation
frequency & irrigation interval
stages of crop growth
irrigation depth and water quality criteria
planning irrigation schedules
plant response of saline and alkali soil.
water application- conveyance- storage-use efficie
project irrigation efficiency
juridiction
water user organization.
types-design-layout of drainage systems
participatory irrigation management
causes-preventing-ill effects of water logging
regulation-operation-management of canal system
from v.h.k.
See more
Presentations
(25)Likes
(3)Arch and Buttress Dams
GAURAV. H .TANDON
•
10 years ago
Environmental Law and Regulations - I
GAURAV. H .TANDON
•
10 years ago
Hydrologic Design of a Percolation Tank
C. P. Kumar
•
14 years ago
Personal Information
Occupation
Assistant Professor
Tags
uplift pressure
and canal regulation works
straight glacis fall
sheet pile
silt pressure
energy dissipation works
design of blanket
seepage and structural failures
irrigation methods
canal falls
canal falls and spillway
irrigation indices
irrigation scheduling
based on gtu syllabus water resources engineering
canal falls type
impervious floor design
trapezoidal canal fall
impervious floor
trepezoidal canal fall
khosla's theory
vertical drop fall
blihgh's creep theory
rectangle type canal fall
total creep length
bed pitching
cutoff
straight glasis fall
cutoff design
cistern design vertical drop fall
sarda type fall
ogee spillway
greater than 4.5 and v1 greater than 15 m/sec
u.s.b.r. type-ill basin for f
u.s.b.r. type-ii basin for f1 greater than 4.5 and
type i basin (f1 between 2.5 to 4.5)
1. horizontal apron - type-i 2. horizontal apron -
[b] indian standards basins
[a] u.s.b.r. stilling basins
sills and dentated sills
basin blocks or baffle blocks or baffle piers
chute blocks
stilling basin
energy dissipators
(3) slope of d/s face of gravity dam = 0.7 h : 1 v
design of spillway
practicalprofileofspillway
(ii) vertical component(pv) = weight of water in
horizontal component(ph)
wave pressure
water pressure
ice pressure
forces acting on a gravity dam are as follows :
earth quake pressure
wind pressure
weight of the dam
hydrodynamic pressure :
(a) seismic coefficient method(b) response spectr
earthquake forces (seismic forces) :
wind pressure :
5. wave pressure
forces acting on gravity dam
moment of weight of dam (w1 + w2 + w3) + moment
Σv = weight of dam (w1+w2+w3) + vertical forc
gate gallery
foundation gallery b. drainage gallery c. inspecti
overflow section
outlets
non-overflow section
shafts
drainage galleries
joints
power house
infinite length of blanket.
finite length of blanket
methods of normal and tangential components.
swedish slip circle
effect of tension crack
scale of photo graphs
oblique photographs
vertical photographs
low photographs
aerial photogrammetry
section of an earth dam : the design of an earth d
preventive measures for failures.
earthen dam section
hydraulic
foundation conditions
pervious cell
d/s slope protection
cutoff.
u/s slope protection
impervious cell
components of earthen dam
rock toe
drip irrigation
sprinkler irrigation.
irr
diversion headworks
concrete gravity dam
embankment dam
crop water relationship
leaching requirement & methods
necessity of scheduling
criteria of scheduling irrigation
critical stages of crop water need
economic irrigation efficiency
time of irrigation
frequency & irrigation interval
stages of crop growth
irrigation depth and water quality criteria
planning irrigation schedules
plant response of saline and alkali soil.
water application- conveyance- storage-use efficie
project irrigation efficiency
juridiction
water user organization.
types-design-layout of drainage systems
participatory irrigation management
causes-preventing-ill effects of water logging
regulation-operation-management of canal system
from v.h.k.
See more