Coefficient of Thermal Expansion and their Importance.pptx
concept of Hydrology
1. THOUSANDS HAVE LIVED WITHOUT
LOVE ,
NOT ONE WITHOUT
W.H. AUDEN
PRESENTATION BY PARIMAL JHA
ASST PROFESSOR(civil engg)
SSIPMT RAIPUR
2. Students will be able to :
Explain necessity of studying hydrology.
Explain basic concepts of hydrology.
Explain various paths of hydrological cycle.
Identify the consumable resource of water.
Explain practical applications of hydrology.
3. HYDRO = WATER LOGY = SCIENCE
HYDROLOGY MEANS THE SCIENCE OF WATER
5. SURFACE WATER HYDROLOGY-
Ex- Every water except atmospheric and ground water
GROUND WATER HYDROLOGY(SUB SURFACE WATER)-
Ex- Water in wells & underground cavity water
8. COMPONENT VOLUME
1000 KM^3
% OF
TOTAL WATER
ATMOSPHERIC WATER 13 0.001
SURFACE WATER
•SALT WATER IN OCEANS
•SALT WATER IN LAKES
•FRESH WATER IN LAKES
•FRESH WATER IN STREAM
CHANNELS
•FRESH WATER IN ICE CAPS &
GLACERIES
•WATER IN BIOMASS
1320000
104
125
1.25
29000
50
97.2
0.008
0.009
0.0001
2.15
0.004
SUBSURFACE WATER
• WATER ABSORBED BY SOIL
•G/W WITH IN DEPTH OF 0.8 KM
•G/W WITH IN DEPH OF 0.8 TO 4 KM
67
4200
4200
0.005
0.31
0.31
TOTAL (ROUNDED) 1360000 100
9. 97
2 0.31 0.69
OCEAN WATER ICE CAP DEEPGROUND
WATER
FRESH WATER
% WATER AVAILABLE
0.69% of water = 4.374 10^6 km^3 water
10. The quantities of water circulation through
individual paths in the hydrological cycle
in a given system can be described by
continuity principle also known as water
budget equation or hydrologic
equation
V1 - V0 = ∆s
11. Applying continuity equation to the paths of
hydrological cycle involving change of state
P=Precipitation ∆S = ∆Ss + ∆Ssm + ∆Sg
R=Surface runoff ∆Ss =Change in standing volume of
water
G=Net ground water flow ∆Ssm =Change in ground water
volume of unsaturated zone
E=Evaporation ∆Sg =Change in ground water
volume of saturated zone
T=Transpiration
S=Surface water storage
P – R – G – E – T = ∆S
12. DESIGN OF HYDRAULIC STRUCTURE :
The design of any structure related to water
such as
Spillway, dam, culvert, highway bridge and
railway bridge etc may be considered to consist
of three parts-
(a) Hydrologic design (b) Hydraulic design
(c) Structural design
13. (a)Hydrologic Design-The Hydrologic design
deals with estimation of quantities of
water to be handled at the site of the
structure ;specifically
Water distribution
Time of occurrence
Frequency of occurrence.
Hydrologic design involved in the design of
drainage and storm water facilities.
14. (b)Hydraulic design-Hydraulic design provides the
best suitable shape and section of the structure
according to quantity of water estimated.
(a) Hydraulic design-Hydraulic design provides the
best suitable shape and section of the structure
according to quantity of water estimated.
21. Navigation- hydrologic problems in
navigation projects require answers –
How much water required to lock the gates.
How much water required to maintain
minimum draft.
What will be the effect of river on navigation
on different stages .
23. Necessity of studying hydrology.
Basic concepts of hydrology.
Various paths of hydrological cycle.
Identify the consumable resource of water.
Practical applications of hydrology.