J-RAPID...Machito MIHARA Tokyo University of Agriculture Bim Prasad SHRESTHA Kathmandu University...

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Machito MIHARA Tokyo University of Agriculture Bim Prasad SHRESTHA Kathmandu University collaborated with Institute of Environmental Rehabilitation and Conservation J-RAPID Field Survey and Development of GIS Database on Rural Areas Affected by the Nepal Earthquake Final Report on 22 June, 2016 1

Transcript of J-RAPID...Machito MIHARA Tokyo University of Agriculture Bim Prasad SHRESTHA Kathmandu University...

Page 1: J-RAPID...Machito MIHARA Tokyo University of Agriculture Bim Prasad SHRESTHA Kathmandu University collaborated with Institute of Environmental Rehabilitation and Conservation J-RAPID

Machito MIHARATokyo University of Agriculture

Bim Prasad SHRESTHA Kathmandu University

collaborated withInstitute of Environmental Rehabilitation and Conservation

J-RAPIDField Survey and

Development of GIS Database on Rural Areas

Affected by the Nepal Earthquake

Final Report on 22 June, 2016

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Composition of Research Team

• Japanese Team

– Faculty of Regional Environment, Tokyo University of Agriculture (Principal Investigator: Machito MIHARA, Prof. Dr.)

Collaborated with

Research Center, Institute of Environmental Rehabilitation and Conservation

• Nepalese Team

– School of Engineering, Kathmandu University

(Principal Investigator: Bim Prasad SHRESTHA, Prof. Dr.)

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Research Members (Japan)Japanese Team (Faculty of Regional Environment Science, Tokyo University of Agriculture (TUA) collaborated with Institute of Environmental Rehabilitation and Conservation (ERECON)

– Machito MIHARA, Prof. Dr. (Principal Researcher)– Hironobu SHIWACHI, Prof. Dr. (TUA)– Sawahiko SHIMADA, Prof. Dr. (TUA)– Hiromu OKAZAWA, Prof. Dr. (TUA)– Ayako SEKIYAMA, Asso. Prof. Dr. (TUA) – Takashi UENO, Dr. (TUA / ERECON) – Koji MIWA (TUA / ERECON) – Kuangting KUO (TUA) – Sarvesh MASKEY (TUA) – Kumiko KAWABE, Dr. (ERECON) – Shinobu TERAUCHI, Dr. (ERECON)

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Research Director (DHM) and Japanese team

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Research Members (Nepal)

Nepali Team (Kathmandu University)

– Bim Prasad SHRESTHA, Prof. Dr. ( Principal Investigator )

– Manish POKHAREL, Associate Prof. Dr.

– Gajendra SHARMA, Associate Prof. Dr.

– Prachand Man PRADHAN, Assistant Prof. Dr.

– Florencia Matina TULADHAR, Lecturer

– Sneha SHARMA, Research Assistant

– Sujata DHAKAL, Research Assistant

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Nepali team

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Team Meetingat Kathmandu University on 16 February, 2016

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Research ObjectivesThis research dealt with the analysis of the facts and features of devastation and the evaluation of land use in rural areas suffered from the Nepal Earthquake in April and May 2015 for building up the new GIS database

• To understand and analyze the damage on residential and other buildings as well as agricultural land and facilities

• To classify the rural areas into suitable land use type taking account of disaster risks

• To suggest the Nepalese Government high resilience area to natural disasters

• To recommend the government a sustainable land use plan for the rural areas

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Expected Outcomes

It is expected that the Nepalese Government could identify what aid and reconstruction plan is proper and needed in the project sites to make the rural societies more resilient to natural disasters and sustainable

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Research Flow and GIS Database

GIS Database

Evaluation

Soil mapSOTER(FAO-Nepal, 2004)

Field survey(Questionnaire)

KathmanduUniversity

Land useSlopeASTER GDEM

Tokyo University of

Agriculture

Map of soil erosion risk

Hydrological map

Statistical analysis (i.e. multi-regression)

before:14 June 2014after: 01 June 2015

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Soil property

data

Landsat 8

WorldView320150515

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Field Survey

The survey has been conducted in 13 villages at the research site, Panchkhal and Anaikot areas in Kavrepalanchok District.

It included GPS data collection, field observation, soil sampling and questionnaire survey

– GPS data collected was reflected on GIS database

– Questionnaire survey was conducted to collect the data on damages of agricultural land and facilities as well as houses

– Soil sampling was conducted for soil erosion risk analysis

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Research sitePanchkhal and Anaikot , Kavrepalanchok (13 villages)

Devithan Village

Jyamirkot Village

Janata dihi Village

Taake Village Motha Pati Village

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Field observationconducted from November 2015 to May 2016

at Motha Pati Village , Panchkhal

on 17 February, 2016

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Interview and hearing researchat Krishna Mandir Village, Anaikot

on 18 February, 2016

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Questionnaire surveyat Krishna Mandir Village, Anaikot

on 18 February, 2016

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Questionnaire surveyat Krishna Mandir Village, Anaikot

on 18 February, 2016

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Soil samplingat Shikharpur Village (left) and Motha Pati Village (right),

Panchkhal on 17 February, 2016

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Devithan Village(Devithan=God’s place)

• Seven people died

• 70% of total houses in the village were collapsed

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Totally damaged house and barn

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Damaged houses and barns made of stones and muds

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Totally damaged house made of stones and muds

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Half damaged house

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Partially damaged brick house

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Damage was less compared to houses made of muds, stones or unbaked bricks, but this house was damaged as the next building fell down on

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Repairing is not enough to prevent cold air in winter

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Temporarily repaired house

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Temporarily repaired house

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Temporary house

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Temporary house

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Jyamirkot Village

• Five people died and four of them were same family members

• Flat land is limited, thus houses are more scattered out compared to other villages

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Totally damaged house and barn

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Damaged houses and barns

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Totally damaged house

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Totally damaged house and barn

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Temporary houses

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Terrace rice field (no damage)

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Upland field cultivating tomato (no damage)

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Terrace fields (no damage)

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Other villages

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Half damaged house and barnat Nayagaon Village

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Totally damaged houses and barnsat Krishna Mandir Village

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Facility for spring water sourceat Shikharpur Village

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Damage map of houses and barns

Damage

PartiallyHalf

Totally

Partial21.3%

Half12.5%

Totally65.4%

n=136

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Findings from Field Survey (1)

• In most of villages, farmers mentioned that soil became dry after the earthquake

• In some villages, water sources became less and villagers have to draw from other points. Some of them could find the alternative source but especially ones located in high upland have not been able to find and have to depend on rainfall. However, due to the lack of precipitation, their daily life is so hard

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Findings from Field Survey (2)

• Agricultural land was not damaged by the earthquake directly except for water shortage

• Building structures such as houses and barns were significantly damaged as well as losses of livestock

• Most of collapsed houses were made of unbaked bricks, stones or muds. The aids delivered to those victims are not enough to reconstruct their houses, and they are sleeping outside, because they are afraid of further breakdown of house

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Page 45: J-RAPID...Machito MIHARA Tokyo University of Agriculture Bim Prasad SHRESTHA Kathmandu University collaborated with Institute of Environmental Rehabilitation and Conservation J-RAPID

Research Flow and GIS Database

GIS Database

Evaluation

Soil mapSOTER(FAO-Nepar, 2004)

KathmanduUniversity

Land useSlopeASTER GDEM

Tokyo University of

Agriculture

Map of soil erosion risk

Hydrological map

Statistical analysis (i.e. multi-regression)

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Soil property

data

Landsat 8

WorldView320150515

Damage survey

(Questionnaire)

before:14 June 2014after: 01 June 2015

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Soil Erosion Risk Analysis

Although remarkable damages in agricultural fields were not observed through the field survey, attention has been paid on how field condition has changed after the earthquake

Based on USLE (Universal Soil Loss Equation), soil erosion risk was compared between before and after the earthquake. Vegetation cover conditions before the earthquake were taken on 14 June, 2014 and that after the earthquake on 01 June, 2015

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Calculation of soil erosion risk

Methodology

Soil erosion risk (SER) = K * LS * C

K : soil erodibility factor LS : topographic factor C : cropping management factor

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K factor

Soil sampling points

K = 2.1 M 1.14 10-4 (12-OM) +3.25 (b-2) +2.5 (c-3) / 100 / 7.59

M : (% silt + % sand)* (100 - % clay)OM : percentage of organic matter (%)b : soil structural code c : soil permeability code

Soil and Terrain Database: SOTER (FAO-Nepal,2004)

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LS factor

LS = (λ/ 22.13) m (65.41sin2θ + 4.56sinθ + 0.065)

λ : slope length (m)

θ : slope in degree (m=0.5)

λ

θ

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NDVI: Normalize Difference Vegetation IndexNDVI = (NIR-Red) / (NIR + Red)

NIR: Near Infrared RedRed: Visible Red

C factor

y = -0.8158x + 1R² = 0.69**

0.00

0.20

0.40

0.60

0.80

1.00

0.00 0.50 1.00

C f

acto

r

NDVI

C = -0.8158 NDVI + 1

Landsat 8 OLIBefore: 14 June, 2014

After: 01 June, 2015

Relationship between C factor and NDVI from Landsat 8

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Results and discussions

Soil erosion risk(SER) maps

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Comparison of SER before and after the earthquake

VSER = 𝑆𝐸𝑅 𝐴 −𝑆𝐸𝑅(𝐵)

𝑆𝐸𝑅(𝐵)

VSER - Changed value of soil erosion risk

SER (A) - Soil erosion risk after earthquake

SER (B) - Soil erosion risk before earthquake

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Changed value of soil erosion risk

Page 54: J-RAPID...Machito MIHARA Tokyo University of Agriculture Bim Prasad SHRESTHA Kathmandu University collaborated with Institute of Environmental Rehabilitation and Conservation J-RAPID

Research Flow and GIS Database

GIS Database

Evaluation

Soil mapSOTER(FAO-nepal, 2004)

KathmanduUniversity

Land useSlopeASTER GDEM

Tokyo University of

Agriculture

Map of soil erosion risk

Hydrological map

Statistical analysis (i.e. multi-regression)

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Soil property

data

Landsat 8

WorldView315 May 2015

Damage survey

(Questionnaire)

before:14 June 2014after: 01 June 2015

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Road

Farmland

Forest

Residential area

Water

Land use (by digitizing)

WorldView-315 May 2015

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Land use classification

Legend Total area (m2) %Road 622187.3 1.4

Farmland 22758091.7 49.6Forest 21856806.3 47.7

Residential area 465637.8 1.0Water 154092.5 0.3

Total 45856815.6 100

Road

Farmland

Forest

Residential area

Water

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Analysis

Pixel value of slope and VSER were extracted by random points

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Changed value of soil erosion risk

Slope degree

Random points selected for analysis based on land use

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Relation between VSER and slope

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y = -0.0046x - 0.0016R² = 0.0061

-1

-0.8

-0.6

-0.4

-0.2

0

0.2

0.4

0.6

0.8

1

0 5 10 15 20 25 30 35 40 45

Var

iati

on

of

soil

ero

sio

n r

isk

(VSE

R)

Slope in degree

Ch

ange

d v

alu

e o

f so

il er

osi

on

ris

k (V

SER

)

Slope in degree

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Changed value of soil erosion risk vs land use

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-0.2

-0.15

-0.1

-0.05

0

0.05

0.1

0.15

Comparison of VSER based on land use

Road Farmland

Forest

Residential

area

Ch

ange

d v

alu

e o

f so

il er

osi

on

ris

k (V

SER

)

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Changed value of soil erosion risk

However….

Farmland

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Land use

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Findings from SER Analysis

• Based on USLE (Universal Soil Loss Equation), soil erosion risk was compared between before and after the earthquake

• Changed value of SER (VSER) was calculated to compare the difference in SER before and after the earthquake. There was no remarkable relationship between VSER and slope in degree

• In farmlands, the changed value of SER (VSER) was small. However, there were tendencies for VSER in residential area to increase and for forests to decrease

• Even in farmlands, the changed value of SER (VSER) increased after the earthquake in some area. Continuous observation should be conducted

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Research Flow and GIS Database

GIS Database

Evaluation

Soil mapSOTER(FAO-Nepal, 2004)

KathmanduUniversity

Land useSlopeASTER GDEM

Tokyo University of

Agriculture

Map of soil erosion risk

Hydrological map

Statistical analysis (i.e. multi-regression)

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Soil property

data

Landsat 8

Damage survey

(Questionnaire)

before:14 June 2014after: 01 June 2015

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Evaluating Dominate Factors

• Based on damage degrees of houses and barns, dominate affecting factors were analyzed with multi-regression analysis

• In multi-regression analysis, explanatory variables are ‘Age of a house’, ‘Building material type’, ‘Changed value of soil erosion risk’, ‘Land use type’, ‘Irrigation type’, ‘Slope in degree’, ‘Crop type’, ‘Farmland productivity’, ‘Elevation’, etc.

• All variables were obtained in this study through field survey, laboratory experiments and GIS analysis, in addition to collected data in Nepal

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Evaluating dominate factors for damage

Intensity of damage • Age of a house• Building material type• Variation soil erosion risk• Land use type• Irrigation type• Slope in degree• Crops type• Farmland productivity• Elevation ・・・ etc.

Multi-regression analysisObjective variable Explanatory variable

R=0.35

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Explanatory variable P valueAge of a house 0.0257 *Elevation 0.0464 *Farmland productivity 0.0519

| |

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Findings from Dominate Factor Evaluation

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• Dominate factors affecting to the damage degrees of houses and barns were analyzed by multi-regression analysis

• Based on the results of multi-regression analysis, the dominate factors were ‘Age of a house’ and ‘Elevation’ at 95% confidence interval

• Further analysis is necessary with other statistical methods

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Tentative Concluding Remarks

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Research ObjectivesThis research dealt with the analysis of the facts and features of devastation and the evaluation of land use in rural areas suffered from the Nepal Earthquake in April and May 2015 for building up the new GIS database

• To understand and analyze the damage on residential and other buildings as well as agricultural land and facilities

• To classify the rural areas into suitable land use type taking account of disaster risks

• To suggest the Nepalese Government high resilience area to natural disasters

• To recommend the government a sustainable land use plan for the rural areas

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To understand and analyze the damage on residential and other buildings as well as agricultural land and facilities

- Agricultural land was not damaged by the earthquake directly - Building structures such as houses and barns were significantly

damaged as well as losses of livestock - Most of collapsed houses were made by unbaked bricks, stones or

muds- From the results of multi-regression analysis, the dominate factors

were ‘Age of a house’ and ‘Elevation’ at 95% confidence interval

Tentative Concluding Remarks (1)

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To classify the rural areas into suitable land use type taking account of disaster risks

- Based on USLE (Universal Soil Loss Equation), soil erosion risk was compared between before and after the earthquake. In farmlands, the changed value of SER (VSER) was small. However, there were tendencies for VSER in residential area to increase and for forests to decrease. Accordingly, it was concluded the vegetation cover is important to eliminate further erosion phenomena

Tentative Concluding Remarks (2)

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To suggest the Nepalese Government high resilience area to natural disasters

- From the results of multi-regression analysis, the dominate factors were ‘Age of a house’ and ‘Elevation’ at 95% confidence interval. Also, there was a tendency in higher elevation indicated smaller damage and lower elevation larger damage. However, more detail analysis is necessary to conclude it

To recommend the government a sustainable land use plan for the rural areas

- From the results of soil erosion risk analysis, it was concluded the vegetation cover is important to eliminate further erosion phenomena

Tentative Concluding Remarks (3)

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- So far we observed, there was no certain trend in agriculturalproductivity. We would like to observe continuously how the productivity changes after the earthquake

Future Research

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- This research has been financially supported by JST (Japan Science and Technology Agency). Also, it was very grateful that JST members provided us very meaningful guidance and recommendation during our research in J-RAPID Nepal

- Related governmental organization in Nepal, especially DHM, kindly provided us statistical documents, maps and GIS data. Their kind collaboration was very appreciated. The database would be ready to open soon in TUA and KU website. Although our achievements are limited, we are very happy if the database is useful for reconstruction planning of damaged area

Acknowledgements

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We do hope local livelihoods of people will be improved soon

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Thank you for your attention!