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Watersheds of Mindoro: (12) Bucayao River (17) Magasawang Tubig River (map from ADB report, 2003). , Introduction & Area Description
Calapan, Oriental Mindoro RAINFALL statistics (PAGASA synoptic station) based on 12 years of record Rainfall Depth (mm.) versus Return Period (years)  Duration (hours)    1  3  6 24 hours 2 years 50.3 67.5 80.2 105.0 mm 5 70.6 98.2 122.5 165.0 10 84.1 118.5 150.5 206.0 20 97.0 138.0 177.4 244.6 25 101.1 144.2 186.0 256.8 50 113.7 163.2 212.2 294.5 100 126.2 182.2 283.3 332.0 (data from PAGASA, 1981).
Bucayao River  STREAMFLOW statistics DA = 339 sq. km.  @ Bucayao, Calapan, O.M. & Bucayao steel highway bridge at km. post 13 along Calapan-Pinamalayan highway. 1952-1968 records: max flood peak  = 2288 cu.m./s mean annual flood  =  517 cu.m./s mean flow  =  59 cu.m./s mean annual min. flow  =  13.6 cu.m./s Pangalaan River (a tributary of Bucayao River) DA = 28 sq.km.  @ 6 km. u/s of Bucayao R. mouth & 0.500 km d/s of damsite . 1952-1968 records: max flood peak  = 872 cu.m./s mean annual flood  = 430 cu.m./s mean flow  =  46 cu.m./s mean annual min. flow  =  9.0 cu.m./s Magasawang Tubig River DA = 435 sq.km.  @ Bacoron, Naujan, O.M. & approx. 6 km.  u/s from highway bridge along Calapan-Pinamalayan highway. 1952-1968 records: max flood peak  = 3248 cu.m./s mean annual flood  =  825 cu.m./s mean flow  =  29 cu.m./s mean annual min. flow  =  1.30 cu.m./s (data from NWRC, 1980).
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[object Object],[object Object],[object Object],[object Object],Mt. Muyod
Alcate River (aligned east of Magsawang Tubig River) - looking upstream.
Middle sub-basins  (up to downstream of  Calapan-Victoria Highway): Magasawang Tubig River  (MTR)  –  separates at Mt. Muyod; flood-prone area. Pangalaan River –  branches out parallel  to MTR; flood-prone area. An overflow channel  separating from MTR  & joining to BR. Bucayao River (BR) –   meandering river in  middle sub-basin; flood- prone area; more flood  flows than MTR. Overflow channel
aa Bucayao River (BR) –  meandering river in middle basin; flood-prone area; receives more flood flows than MTR due to overflow from MTR.
Lower sub-basin  (up to the coastline): Bucayao River (BR) –  straight channel  exit in Calapan City.   Bucayao River
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Flashback to the Mindoro Earthquake (7.1 magnitude) of 1994
The Mindoro Earthquake of 1994
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
The Mindoro Flood of December 2005
The Mindoro Flood of December 2005 … . From NDCC
The Mindoro Flood of December 2005….  2005 Flood Archive
Stream Types and River Geometry
 
Mountain stream sub-types  &  Flow Velocity vs. Sediment size diagram e.g. Aglubang & Ibolo Rivers
 
 
Bankfull stage is river water level  below overflow range. Flood-prone area gets inundated by river overflow.
Stream profile view (top). Stream plan view (middle). Stream cross- section (bottom).
Maintenance of equilibrum river meander geometry – based on bankfull flow, which is below flood overflow levels.
Design criteria for maintenance of equilibrium river meander geometry – based on bankfull flow level. Top: wavelength, amplitude Left: scour depth, radius of curvature
Meandering river at bankfull levels -  e.g. Bucayao River. Cut-off channels are not recommendable since meandering will reestablish again.
 
 
 
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[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Example:  Kissimmee River Restoration. Florida, USA Backfilling of  man-made straight channel and restoration of the natural meandering form.
Example:  Thames River in Oxfordshire, UK. above summer high water level - Use of bank revetment using low steel sheet piling and coir rolls –    coconut coir,e.g.
Examples:  above low summer water level: Use of  mattress revetment (top) & log toe revetment (right).
From the US Natural  Resource Conservation Service (NRCS): for rural areas  above baseflow level - Use of rootwad and boulder technique (left)  & brush mattress technique (right).
Examples of  Sabo Dams: Sabo Dams in Japan – sediment-retaining structures which keep sediments but  allow  water to pass through.
Examples of  Sabo Dams : A cascade or series of Sabo Dams, once filled up with sediments, behaves as terraced river steps which attenuates or slows down the velocity of flood flows.
Examples of  Sabo Dams : The concrete and steel barriers can stop  large boulders but are open to flow of water..
ORMOC CITY Sabo Dam constructed by the DPWH
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Calapan2 O M Floods

  • 1.
  • 2.
  • 3. Watersheds of Mindoro: (12) Bucayao River (17) Magasawang Tubig River (map from ADB report, 2003). , Introduction & Area Description
  • 4. Calapan, Oriental Mindoro RAINFALL statistics (PAGASA synoptic station) based on 12 years of record Rainfall Depth (mm.) versus Return Period (years) Duration (hours) 1 3 6 24 hours 2 years 50.3 67.5 80.2 105.0 mm 5 70.6 98.2 122.5 165.0 10 84.1 118.5 150.5 206.0 20 97.0 138.0 177.4 244.6 25 101.1 144.2 186.0 256.8 50 113.7 163.2 212.2 294.5 100 126.2 182.2 283.3 332.0 (data from PAGASA, 1981).
  • 5. Bucayao River STREAMFLOW statistics DA = 339 sq. km. @ Bucayao, Calapan, O.M. & Bucayao steel highway bridge at km. post 13 along Calapan-Pinamalayan highway. 1952-1968 records: max flood peak = 2288 cu.m./s mean annual flood = 517 cu.m./s mean flow = 59 cu.m./s mean annual min. flow = 13.6 cu.m./s Pangalaan River (a tributary of Bucayao River) DA = 28 sq.km. @ 6 km. u/s of Bucayao R. mouth & 0.500 km d/s of damsite . 1952-1968 records: max flood peak = 872 cu.m./s mean annual flood = 430 cu.m./s mean flow = 46 cu.m./s mean annual min. flow = 9.0 cu.m./s Magasawang Tubig River DA = 435 sq.km. @ Bacoron, Naujan, O.M. & approx. 6 km. u/s from highway bridge along Calapan-Pinamalayan highway. 1952-1968 records: max flood peak = 3248 cu.m./s mean annual flood = 825 cu.m./s mean flow = 29 cu.m./s mean annual min. flow = 1.30 cu.m./s (data from NWRC, 1980).
  • 6.
  • 7.
  • 8.
  • 9.
  • 10. Alcate River (aligned east of Magsawang Tubig River) - looking upstream.
  • 11. Middle sub-basins (up to downstream of Calapan-Victoria Highway): Magasawang Tubig River (MTR) – separates at Mt. Muyod; flood-prone area. Pangalaan River – branches out parallel to MTR; flood-prone area. An overflow channel separating from MTR & joining to BR. Bucayao River (BR) – meandering river in middle sub-basin; flood- prone area; more flood flows than MTR. Overflow channel
  • 12. aa Bucayao River (BR) – meandering river in middle basin; flood-prone area; receives more flood flows than MTR due to overflow from MTR.
  • 13. Lower sub-basin (up to the coastline): Bucayao River (BR) – straight channel exit in Calapan City. Bucayao River
  • 14.
  • 15. Flashback to the Mindoro Earthquake (7.1 magnitude) of 1994
  • 17.
  • 18. The Mindoro Flood of December 2005
  • 19. The Mindoro Flood of December 2005 … . From NDCC
  • 20. The Mindoro Flood of December 2005…. 2005 Flood Archive
  • 21. Stream Types and River Geometry
  • 22.  
  • 23. Mountain stream sub-types & Flow Velocity vs. Sediment size diagram e.g. Aglubang & Ibolo Rivers
  • 24.  
  • 25.  
  • 26. Bankfull stage is river water level below overflow range. Flood-prone area gets inundated by river overflow.
  • 27. Stream profile view (top). Stream plan view (middle). Stream cross- section (bottom).
  • 28. Maintenance of equilibrum river meander geometry – based on bankfull flow, which is below flood overflow levels.
  • 29. Design criteria for maintenance of equilibrium river meander geometry – based on bankfull flow level. Top: wavelength, amplitude Left: scour depth, radius of curvature
  • 30. Meandering river at bankfull levels - e.g. Bucayao River. Cut-off channels are not recommendable since meandering will reestablish again.
  • 31.  
  • 32.  
  • 33.  
  • 34.
  • 35.
  • 36.
  • 37.
  • 38.
  • 39. Example: Kissimmee River Restoration. Florida, USA Backfilling of man-made straight channel and restoration of the natural meandering form.
  • 40. Example: Thames River in Oxfordshire, UK. above summer high water level - Use of bank revetment using low steel sheet piling and coir rolls –  coconut coir,e.g.
  • 41. Examples: above low summer water level: Use of mattress revetment (top) & log toe revetment (right).
  • 42. From the US Natural Resource Conservation Service (NRCS): for rural areas above baseflow level - Use of rootwad and boulder technique (left) & brush mattress technique (right).
  • 43. Examples of Sabo Dams: Sabo Dams in Japan – sediment-retaining structures which keep sediments but allow water to pass through.
  • 44. Examples of Sabo Dams : A cascade or series of Sabo Dams, once filled up with sediments, behaves as terraced river steps which attenuates or slows down the velocity of flood flows.
  • 45. Examples of Sabo Dams : The concrete and steel barriers can stop large boulders but are open to flow of water..
  • 46. ORMOC CITY Sabo Dam constructed by the DPWH
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