Impact | Physical Influenced Parameter | Human Influenced Parameter | Impact total | CVI impact | ||||||||||||
Parameter | 1 | 2 | 3 | 4 | 5 | Total | Parameter | 1 | 2 | 3 | 4 | 5 | Total | |||
1.Flooding due to storm surge | Rate of sea level rise | 1 | 3 | Engineered frontage | 1 | 2 | ||||||||||
coastal slope | 1 | 5 | Natural protection degradation | 1 | 4 | |||||||||||
Significant wave height | 1 | 2 | coastal protection structures | 1 | 5 | |||||||||||
Tidal range | 1 | 3 | ||||||||||||||
Total | 0 | 1 | 2 | 0 | 1 | 13 | Total | 1 | 1 | 0 | 1 | 1 | 11 | 12 | 3.43 | |
2.Inundation | Rate of sea level rise | 1 | 3 | Natural protection degradation | 1 | 4 | ||||||||||
coastal slope | 1 | 5 | coastal protection structures | 1 | 5 | |||||||||||
Tidal range | 1 | 3 | ||||||||||||||
Total | 0 | 0 | 2 | 0 | 1 | 11 | Total | 0 | 0 | 0 | 1 | 1 | 9 | 10 | 4 | |
Salt water instusion to ground water resource | Rate of sea level rise | 1 | 3 | Gound water consumption | 1 | 4 | ||||||||||
Proximity to the coasts | 1 | 4 | Land use pattern | 1 | 4 | |||||||||||
Type of aquifer | 1 | 5 | ||||||||||||||
Hydraullic conductivity | 1 | 4 | ||||||||||||||
Depth to ground water level above sea | 1 | 3 | ||||||||||||||
Total | 0 | 0 | 2 | 2 | 1 | 19 | Total | 0 | 0 | 0 | 2 | 0 | 8 | 13.5 | 3.8 | |
Salt water instusion to river and estuarise | Rate of sea level rise | 1 | 3 | River flow regulation | 1 | 1 | ||||||||||
Tidal range | 1 | 3 | Engineered frontage | 1 | 2 | |||||||||||
Water depth at down stream | 1 | 5 | Land use pattern | 1 | 4 | |||||||||||
Discharge | 1 | 5 | ||||||||||||||
Total | 0 | 0 | 2 | 0 | 2 | 16 | Total | 1 | 1 | 0 | 1 | 0 | 7 | 11.5 | 3.3 | |
CVI (SLR) | 47 | 3.6 |