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Universitas Gadjah Mada Faculty of Engineering Master of Engineering in Natural Disaster Management h<p://mtpba.B.ugm.ac.id/en/
Drought, Flood, and Debris Flow DRR Debris Flow Disaster Risk ReducFon
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Universitas Gadjah Mada Faculty of Engineering Master of Engineering in Natural Disaster Management h<p://mtpba.B.ugm.ac.id/en/
Mt. Merapi in Ac:on Photos from various sources
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3 Areas affected by Mt. Merapi erupFon in 2010 (Kompas, 6-‐Nov-‐10 p. 15)
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Upper reach Gendol River, post erupFon, 2010
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5 Code River at Juminahan Yogyakarta, 5-‐Nov-‐10 (Kompas daily, 6-‐Nov-‐10 p. A)
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6 Code River Yogyakarta, 5-‐Nov-‐06 (Kompas daily, 6-‐Nov-‐10 p. 2)
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7 Area affected by Mt. Merapi erupFon in 2006 (Kompas daily)
§ One observes lava flow during erupFon. § Lava material in various sizes, from rock, boulder, gravel, sand, deposits at
around summit. § This deposit easily collaps due to tremor or vibraFon of volcanic acFviFes. § Fast-‐moving lava material is known as pyroclasFc flow; the material
consists of gas to rock. § PyroclasFc flow is accompanied with high-‐temperature clouds. § Fresh lava material may induce a very high temperature cloud that is
capable to set forest along its path on fire. § PyroclasFc flow reaches approximately 3 to 4 kilometers from the summit. § PyroclasFc flow recedes and forms deposit. § Heavy rain on this deposit may trigger debris flow known as lahar flood.
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Lahar flood
§ Lahar flood is a debris flow. § Debris flow is mixture of water and solid material such as sand, gravel, rock,
and uprooted trees. § Debris flow velocity may reach 20 to 40 km/h and have huge kineFc energy. § Debris flow is not an individual transport of sediment, but collecFve mass
transport of sediment; it is triggered by weight (gravitaFonal force) of the mixture.
§ Debris flow may be triggered by: • deposit of sediment in the upper reach flows due to run-‐off • landslide • breach of sabo dam, consolidaFon dam, retaining wall
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Lahar flood
(Figure: Proyek Merapi; AnimaFon: IsFarto)
high-‐temperature cloud volcanic ashes gravel
lava
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primary danger
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11 (Figure: Proyek Merapi; AnimaFon: IsFarto)
secondary danger
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Pabelan Bridge (Yogyakarta-‐Magelang), 2011, was damaged by lahar flood. § one span (Yogyakarta-‐Magelang secFon)
collapsed § one pier (Magelang-‐Yogyakarta secFon) was
damaged
Universitas Gadjah Mada Faculty of Engineering Master of Engineering in Natural Disaster Management h<p://mtpba.B.ugm.ac.id/en/
Mt. Merapi: Sabo Works
Photos from various sources
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Photo: STC
Principles of lahar flood control in Mt. Merapi
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(Figure: Proyek Merapi)
deposiFon zone transportaFon zone producFon zone
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River Number of sabo dams
Gendol 20
Kuning 15
Boyong 43
Krasak 25
Bebeng 11
SummaFon 114
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Sabo dams
Kepala Balai Sabo (Kompas daily, 10 November 2010, p 14).
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original bed design bed
§ Structures • Check-‐dams
• sediment storage dam: to contain the sediment • sediment control dam: to control the lahar flow
§ ObjecFves • Sediment storage • To control lahar flow, reduce lahar flood peak • To dissipate kineFc energy of lahar flow • To keep flow on the main channel, to keep lahar flow from becoming
off-‐channel flow
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Sabo works in the produc:on zone
§ Structures • Check-‐dams • River training • Embankments, dikes • Groynes
§ ObjecFves • To containe, to store sediment • To control sediment (lahar) flow • To avoid sediment from spilling over the river banks • To stabilze river reach • To protect river banks from scouring
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Sabo works in the transporta:on zone
§ Structures • Sand pocket • Channel works • Dikes, embankments • Groynes
§ ObjecFves • To containe, to store sediment • To control sediment (lahar) flow • To avoid sediment from spilling over the river banks • To stabilze river reach • To protect river banks from scouring
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Sabo works in the deposi:on zone
§ Structures • ConsolidaFon dam • Groundsill • Girder
§ ObjecFves • River bed stabilisaFon • ProtecFon againts erosion and river bed degradaFon • ProtecFon of other structures at the upstream side
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River bed stabiliza:on
Structure Main func:on Placement Stepped dam ProtecFon against verFcal and horizontal erosions.
ProtecFon against enlargement and extension of creek. Upstream reach, creeks, valley of V shape.
Checkdam Sediment control: to stop, to store, to control sediment. DissipaFon of kineFc energy (of debris flow). ReducFon of debris peak discharge.
River channel. River cross secFon of U shape.
River bed stabilisaFon (groundsill/consolidaFon dam/bo<om controller)
River bed protecFon. Control of flow.
Downstream of sructure or river being protected.
Sand pocket To avoid sediment spill over river banks. Provide sediment storage.
Alluvial terrain.
Channel works River stabilisaFon. Alluvial terrain.
Training dike To avoid sediment flow spill over river banks. To keep sediment flow in the channel.
Where spill is eminent.
Bank protecFon ProtecFon of river banks from erosion. Where bank erosion is eminent.
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Sabo works
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24 Check-‐dam at Boyong River, BO-‐D7: open-‐type check-‐dam; the slit provides sediment passage during normal flow.
Photo: STC
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Check-‐dam BO-‐D7, aBer 2010 erupFon
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26 Check-‐dam at Boyong River, BO-‐D4: closed-‐type check-‐dam Photo: STC
Sand pocket at PuFh River, Mranggen Village, whose storage capacity is 4.500.000 m3
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27 Photo: STC
Check Dams 13-‐Ju
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Closed-‐type vs open-‐type check dams (laboratory model test)
Photo: STC Photo: STC
Channel works at Boyong River
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29 Photo: STC
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Groundsills at Boyong River, behind Engineering campus
BO-‐GI5
BO-‐GS4
BO-‐GS3
BO-‐GI4
GI : girder GS: groundsill
§ www.sabo-‐int.org
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Sabo Works
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Photo: STC