Hydrogeomorphological Mapping



Table 2: Aerial coverage of mapped hydrogeomorphic units and their ground water prospects in Panchkula district
Hydrgeo morphic UnitMap symbolDescription Groundwater prospect Area( sq km)%Area
A. FLUVIAL ORIGIN
Channel BarCBSmall alluvial patch forming part of the riverbed.Excellent1.820.20
Valley fill shallowVFSNarrow depressions filled with alluvial and colluvial matter of shallow depth (<10m)Good 8.460.95
Flood Plain DeepFPDNarrow flat areas along the rivers formed of recent sediments (> 20m thickness) Excellent 29.58 3.31
Flood Plain Deep RavenousFPD-RHighly dissected flood plain deepGood0.110.01
Flood plain ShallowFPSNarrow flat areas along the rivers formed of recent sediments (< 10 m depth)Very Good29.42 3.29
Flood plain shallow ravenousFPS-RHighly dissected Flood plain ShallowGood0.080.01
Alluvial plain deepAPDVery gently sloping plain of alluvial sediments >20m thickness occupying southern part of the district Very Good 115.72 12.97
Alluvial plain deep RavenousAPD- RHighly dissected Alluvial plain deepGood14.041.57
Alluvial plain shallow APSVery gently sloping plain of alluvial sediment < 10m thickness occupying areas between APD and piedmont. Good 67.13 7.52
Alluvial plain shallow RavenousAPS-RHighly dissected Alluvial plain shallowModerate 9.311.04
B. DENUDATIONAL ORIGIN
Piedmont Alluvial Deeply BuriedPDDModerately sloping zone of colluvial and alluvial sediments at the foot of the hills > 20m thickness. Moderate 55.51 6.22
Piedmont Alluvial Deeply Buried-RavenousPDD-RHighly dissected deeply buried Piedmont Alluvial Poor 1.08 0.12
Piedmont Alluvial Shallow BuriedPDSModerately sloping zone of colluvial and alluvial sediments at the foot of the hills > 20m thickness. Moderate 63.25 7.08
Interrmon- tane ValleyIVNarrow linear valley of river Sirsa having widths of 2.5 to 7.5 km, occupied by unconsolidated clastic sediments. Very good 78.84 8.83
Denudational HillDHWeathered, eroded & Denuded Hills generally made of boulders, sandstone showing rounded crests and attaining relief of about 300m.Poor 188.41 21.09
C. STRUCTURAL ORIGIN
Structure Hill SH High rising NW-SE trending hills, with prominent joints, occupying the NE part.Poor – Nil 185.80 20.80
Water Bodies (Rivers, Ponds)44.55 4.99
Total893100



Table 3: Depth to water table in Panchkula district
Depth Range (meters) Area (sq. km) % of total district area
3 – 10 286.84 32.12
10 – 20 271.747 30.43
20 – 30 20.533 2.30
Out crop area 313.984 35.15
Total 893 100



Table 4: Ground water prospect zones in Panchkula district
Ground water Prospect zonesArea(sq. km)% of total district area
Excellent to Very Good 75.95 8.50
Very Good to Good 223.97 25.08
Good to Moderate 89.82 10.06
Moderate to Poor 128.70 14.34
Poor to Nil 375.29 42.02
Total 893.10 100.00

Groundwater Prospects
The groundwater in the district occurs under the unconfined water table conditions in the upper aquifers which are mainly formed of alluvium and semi-consolidated formations. In the deeper aquifer zones where the water holding formations are shale, silt and clay the ground water occurs in semi-confined to confined conditions. The depth of water level in the phreatic aquifer varies from 8.3 to 30.1 m below ground level (Table-3). In most part of the district the general slope of water table conforms to the topography of the area. Generally the phreatic aquifers within depth of 50m below ground level provide yields between 100 to 500 lpm. The quality of groundwater is good.

Hydrogeomorphological mapping reveals that excellent ground water prospect area in the Panchkula district is only 8.5% (Table-4).

Conclusion
The Panchkula district exhibits diverse hydrogeomorphological conditions due to its location, topography and geology. The main hydrogeomorphic units found are alluvial plain, flood plain, denudational hill, piedmont zone, intermontane valley and structural hill. Excellent to good ground water prospect zones cover about 40% area of the district, whereas rests of the area constituted by denudational and structural hills has moderate to poor and nil prospects.

The groundwater in the districts occurs under unconfined water table conditions in the upper aquifers and semi-confined to confined conditions in the deeper aquifer zones. The level of development of groundwater is still to reach its optimum level. The potential aquifers can be exploited with shallow and deep tube wells. The Piedmont zone should be considered for further exploitation of groundwater through deeper tube wells.

It is to be noted that Raipur Rani and Barwala blocks in Panchkula district show maximum exploitation of groundwater, hence its further exploitation of groundwater in these two blocks should be restricted and possibilities of recharging aquifer zones should be explored.

References
  • Drury, S.A. (1987). Image interpretation in geology. Allen and Unwin Pub., London.
  • Hydrogeology and ground water resource potential of Panchkula district (1998), CGWB, NWR-Chandigarh.
  • National Rural Drinking Water Mission methodology manual for preparation of ground water prospective zone maps, NRSA, Department of Space, Hyderabad, 1999.
  • Tood D.K. (1980), Ground Water Hydrology, John Wiley and Sons, New York.
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