Composite Nature of Eco-Hydro-Geological (EHG) Stability ... · CENTRAL ENGINEERING CONSULTANCY...

7
Composite Nature of Eco-Hydro-Geological (EHG) Stability of Slopes Eng. A A Virajh Dias Project Director Integrated Watershed and Water Resources Management Project MINISTRY OF MAHAWELI, AGRICULTURE, IRRIGATION AND RURAL DEVELOPMENT [email protected] Mr. T. M. A. Tennakoon, Environmental and Social Safeguard Specialist, Integrated Watershed and Water Resources Management Project MINISTRY OF MAHAWELI, AGRICULTURE, IRRIGATION AND RURAL DEVELOPMENT [email protected] Ms Nimesha Katuwala Environmental Chemist, Natural Resources Management & Laboratory Services CENTRAL ENGINEERING CONSULTANCY BUREAU EGU General Assembly 2020 NH3.4 Landslide hydrology: from hydrology to pore water pressure and slope deformation

Transcript of Composite Nature of Eco-Hydro-Geological (EHG) Stability ... · CENTRAL ENGINEERING CONSULTANCY...

Page 1: Composite Nature of Eco-Hydro-Geological (EHG) Stability ... · CENTRAL ENGINEERING CONSULTANCY BUREAU EGU General Assembly 2020 NH3.4 Landslide hydrology: from hydrology to pore

Composite Nature of Eco-Hydro-Geological (EHG) Stability of Slopes

Eng. A A Virajh DiasProject Director

Integrated Watershed and Water Resources Management ProjectMINISTRY OF MAHAWELI, AGRICULTURE, IRRIGATION AND RURAL

[email protected]

Mr. T. M. A. Tennakoon, Environmental and Social Safeguard Specialist,

Integrated Watershed and Water Resources Management ProjectMINISTRY OF MAHAWELI, AGRICULTURE, IRRIGATION AND RURAL

[email protected]

Ms Nimesha KatuwalaEnvironmental Chemist,

Natural Resources Management & Laboratory ServicesCENTRAL ENGINEERING CONSULTANCY BUREAU

EGU General Assembly 2020

NH3.4 Landslide hydrology: from hydrology to pore water pressure and slope deformation

Page 2: Composite Nature of Eco-Hydro-Geological (EHG) Stability ... · CENTRAL ENGINEERING CONSULTANCY BUREAU EGU General Assembly 2020 NH3.4 Landslide hydrology: from hydrology to pore

Composite Nature of Eco-Hydro-Geological (EHG) Stability of Slopes

• Stability of mountain slopes is a function of soil, rock, water, flora & fauna

• Ground water recharge, stagnation of water within soil, rock-soil interface saturations, influence of artesian water pressures and subsurface saturation due to geological complexity are common in nature.

• It deals with all natural and man-made stresses from the grass root level until long -term stability of the slope is reached

• Time passes through many adverse scenarios of rainfall events with less disturbances to native hillslopes and significant disturbances to engineered slopes.

• Understanding of composite nature of EHG stability always educate us to improve the stability of slope degraded or manmade slope.

Ecological Stability

Hydrological Stability

Geological Stability

Flora and Fauna

Water, Percolation, Retention and Flow

Soil and Rock

Page 3: Composite Nature of Eco-Hydro-Geological (EHG) Stability ... · CENTRAL ENGINEERING CONSULTANCY BUREAU EGU General Assembly 2020 NH3.4 Landslide hydrology: from hydrology to pore

Use of Cycad plants for natural slope

stability in MpangaHydropower Project,

Uganda (closer to Queen Elisabeth Park)

No damages made on natural

drainage and adjoining slope

intea plantation,

Nuwara Eliya, Sri Lanka

Stability attained in steep rock

slopes

Stability of major stream path in

high precipitation

zone (more than 6000mm/year)

Page 4: Composite Nature of Eco-Hydro-Geological (EHG) Stability ... · CENTRAL ENGINEERING CONSULTANCY BUREAU EGU General Assembly 2020 NH3.4 Landslide hydrology: from hydrology to pore

Understanding of complexity and advantages of individual plant root systems (Native)

Positively hydrotropic

(grow towards water)

soil erosion reduction

together with improvement

on strength

Roots are spatially distributing

Progressive growth of ground anchoring

Native taproot and fibrous root

systems

Native deep taproot plant

Progressive growth of strength,

rigidity and binding

together

Negatively phototropic

(grow away from light)

Positively

geotropic (grow

towards gravity)

Native deep taproot plants

Page 5: Composite Nature of Eco-Hydro-Geological (EHG) Stability ... · CENTRAL ENGINEERING CONSULTANCY BUREAU EGU General Assembly 2020 NH3.4 Landslide hydrology: from hydrology to pore

Selection of plant roots systems for soil slopes/earth-cutting stabilization

Native fibrous root systems of

various grass plants

No deep rooted plants are

recommended.Mix with set of

taproot and fibrous root systems of

various grasses

Native deep rooted and

laterally speeding root

system

Native deep rooted plants and fibrous root system

Steep and weathered (HWR) rock (soil slope

>12 degrees)

CWR or residual soil slopes

Native taproot and fibrous root

systems

Gentle soil slopes ( less than 12 degrees)

Completely fibrous root

systems

fibrous root systems( no possibility of deep tap roots due to WR)

soil slope>12 degrees

Page 6: Composite Nature of Eco-Hydro-Geological (EHG) Stability ... · CENTRAL ENGINEERING CONSULTANCY BUREAU EGU General Assembly 2020 NH3.4 Landslide hydrology: from hydrology to pore

Observations

a. No mono-culture plant species to be selected for slope conservation measures.

b. Multi-nature root architecture will immensely improve the reinforcing capacity and hydro-geological stability in many directions in slopes.

c. Understanding the water pathways within heterogeneous regolith soils under vegetation will improve new design concepts.

d. Hydrological exchange between potentially unstable slopes will accelerate plant roots growth in different directions and strengthen the stability of its surrounding.

Native species are rich with microbes which contribute for long term sustainability of plant growth and improve the stability of slopes.

Water seepage

Incorporation of principal mechanism of eco-hydro-geological(EHG) techniques for slope protection

Page 7: Composite Nature of Eco-Hydro-Geological (EHG) Stability ... · CENTRAL ENGINEERING CONSULTANCY BUREAU EGU General Assembly 2020 NH3.4 Landslide hydrology: from hydrology to pore

Reduce use of the structural mitigation measures for natural slope stability and adding EHG approach by recreating the stability of natural slopes

1. Observations are naturally site specific2. Major challenges still remain on

predicting the hydrological exchange between a potentially unstable slopes and existing natural slopes.

3. Designs must be based on site specific investigations, multi-culture of native plant species and satisfactory to soil/rock nature of geological conditions.

4. The principals of eco-hydro-geological(EHG) approach is not a novelty. It’s about recreating the stability of natural slopes.

Conclusions,

Thank you.