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Hokkaido
                               Island

River Restoration in Japan:
Lessons from
the Tama River
                                 Honshu
                                 Island
  Kyushu
  Island
                                  TSUKUBA (PWRI)
             Shikoku         TOKYO (Tama River)
              Island


                       Keigo Nakamura, Ph.D
   Okinawa
                            NILIM, MLIT
Contents
 Japanese nature and rivers
 River restoration in Japan
 River restoration in the Tama River
General Characteristics of Japan
  Japan’s total area: 377,815 km2 (Ger.357,000km2)
  Total Population: 127,740,000 (2006)
  Mountains (Forest) account for about 71% of
  Japan’s total land area.
  The islands of Japan lie in the temperate zone and
  northeast end of the monsoon area.
  The annual average rainfall is 1,700 mm/year.
  Earthquakes and Volcanoes
Topography

Geography of Rivers
                                                                                                    Rhine River
                     Longitudinally steep
            Joganji River
                     High Sediment yield
                Abe River          Shinano River
Elevation (m)                                                                 Roire River

1,000 Joganji River
            Abe River           Tone River
  800                                                                              Colorado River
                Chikugo River
  600
                Yoshino River                            Seine River
  400
                                  Kitakami River                                            Mekong River
  200

    0
        0            200           400             600            800          1,000         1,200km
                                                                        Distance from river mouth (km)
Precipitation

     Rainy season   Typhoons
Floods and debris flow
75% of Japanese Assets on the
Floodplain
         FP

   10

                   50      FP       75

                                         FP
  Area        Population        Assets
Anthropogenic Impacts


Anthropogenic Impacts on
Rivers are enormous (Yoshimura. et al)
 23.5 % of river banks are artificial
 2,675 dams (>15 m) have been constructed




                         http://www.hakkenden.net/hokuriku/a-
                         toyama/anabatoyama.htm
Not only safe, but also nature
                                                                                          Number of
Nos. of victimes and restoration works




                                     10000
                                                               Restoration
                                         1000                                             victims due to
                                         100                                              flood has
                                          10
                                                 Victims of                               decreased in the
                                                 flood
                                           1
                                                                                          last 50 years.
                                            1945 1955 1965 1975 1985 1995
                                                Nos. of victims due to flood, sediment,
                                                                                          River restoration
                                                and volcanic disaster
                                                Nos. of Nature-oriented river works       increases since
                                                                                          1990
River Restoration
in Japan
History of River Environment
  ~1960s economic growth and pollution
  1970s countermeasure for Pollution
    :Basic Law for Environmental Pollution
    Control was enacted after Minamata
    disease, Yokkaichi asthma, etc.
  1980s Dawn for river environment
  1990
    Nature-oriented river works
River Restoration is rapidly
                                                    increasing since 1990.
Accumulative number of river restoration projects



                                                    30000
                                                            Over 28,000 projects

                                                    20000   (~37,000 in the US)


                                                    10000


                                                        0
                                                          91

                                                          92

                                                          93

                                                          94

                                                          95

                                                          96

                                                          97

                                                          98

                                                          99

                                                          00

                                                          01
                                                        19

                                                        19

                                                        19

                                                        19

                                                        19

                                                        19

                                                        19

                                                        19

                                                        19

                                                        20

                                                        20
Agenda for river restoration

 Balance flood control and conservation
 Loss of wetland in watershed (60%)
 Stable flow regime, loss of dynamics
 Loss of gravel river bed (sediment yield)
 Loss of Ecological network (e.g. fishway,
 reconnection with paddy fields)
Restoration (rehabilitation)
projects
Early restoration work in urban
area (the Itachi River, 1982)




                  Photos: Shinichi Yoshimura
Restoration of Backwater,
Restoration of partial floodplain
function




                     Photo: MLIT, Japan
Design with Nature:
 Restoration in active river




Restoration using channel narrowing process
Restoration of network between
paddy field and stream




 Paddy field plays important role for
 aquatic ecosystem in Japan.
Restoration of flow regime by the
operation of dam reservoirs

    Before             After
Lakeshore restoration
July 9, 2002




 Restoration of locally extinct
 aquatic plants by soil seed bank
Academic activities…
Aqua Restoration Research Center
   Three 800 m experimental rivers
River Ecology Research Group
 Interdisciplinary association of ecologists,
 civil engineers, and river managers
 founded by MLIT (river authority) in 1995
 Study at six rivers: Tama, Chikuma, Kizu,
 Kita, Shibetsu, and Iwaki rivers
The Society of Ecology and Civil
engineering
 Academic society established in 1997 to
 support applied and practical studies
 Journal “Ecology and Civil Engineering”




                        Keynote in 2006
Gravel-bed restoration
in the Tama River
Location




           Tokyo

10km
Outline of the Tama River

 Length: 136km
 Basin area: 1,249 km2
 Source: Mt. Kasatori, 1,941 m
 Population: 4,400,000
 Visitors: 22,000,000 per year
 Over 200 NGO groups
Tama River is a top runner for
River Environment in Japan

 NGO for the Tama River environment was
 founded in 1970.
 River env. division was established in the
 Tama River authority in 1975.
 Tama Riv. Env. Management Plan was
 published in 1980.
River Ecology Research started
at the Nagata area in 1995.
                        Nagata area
 Slope: 1/330
 Sediment: 35 mm
 Q=2m3/s
 MHQ=620 m3/s
 gravel-bed river on
 the alluvial fan

                       Photo: Keihin river office
Research Group stimulated the
restoration project.
 Research group started meeting with citizens
 since 1997.
 People realized the necessity of restoring
 gravel-bed river though the meeting.
 Gravel-bed river restoration also fitted the needs
 of river authorities for flood control.
 Discussion has started for the restoration in
 1999.
Problems in the Tama River?
River incision




 Gravel mining (stopped in 1967)
 Dams and weirs
Encroachment of invasive
vegetation (Robinia pseudoacacia )


1974




1997
Gravel-
Gravel-bed species decline
     Aster Kantoensis
                              Phragmites Japonica




   Eusphingonotus japonicus
   Floodplain grasshopper




  Copyright Prof. Oohori
                               Robinia pseudo-acacia
Restoration measures

 Channel widening (Aufweitungen)
 Removal of Forest of Robinia
 pseudoacacia (invasive)
 Sediment augmentation (sediment from
 upstream weir)
Studies on
restoration projects
Irreversible impact of gravel mining
                      at the incised reach
                      160
                                                              Sediment fills
                                         Time interval between lines: 96 years
                                    Riverbed elevation in 1923
                                                              only upstream of
Average bed elevation (m)




                      150
                                         624 years

                      140        Ozaku weir
                                                    48 years
                                                              Nagata area
                             Hamura weir       Kabe district No recovery with
                      130
                          Nagata
                          district          Narrow
                                            section
                                                             the incised channel
                            120

                                            Groundsill
                                                                                  (Hattori et al. 2003)
                            110
                               50    52    54    56     58   60              62
                                     Longitudinal distance (km)
                            → Channel widening is necessary for restoration
                                    to reduce the tractive force.
Sediment supply to restore
                the fluvial system (Hattori et al. 2003)




                                                              Shields number at the Top bar Bar
                                                            Shields Number at the Topofof Bar
                                                             Shields Number atthe top ofBar
          116                                                                            0.14
                                                                                         0.14
           116
           116        Water Level atat AverageAnnual
                      Water Level atAverage Annual
                                                                                          0.14
                                                                                                             Riverbed Slope Changes




                                                            Shields Number atat thetop ofofbar
                       Water Level Average Annual
                          Maximum Discharge
                            Maximum Discharge
                            Maximum Discharge                                            0.12                    1/350→1/250




                                                               Shields number the Top
          115
           115                                                                           0.12
           115        Before
                      Before                                                              0.12
                                                                                                         Critical Value of
                                                                                                         Critical Value ofof
                                    Just After
                                     Just After                                                           Critical Value
                    Excavation
                    Excavation                                                                        Common Reed Destruction
                                                                                                      Common Reed Destruction
                                    Excavation
                                     Excavation                                                   0.1 Common Reed Destruction
                                                                                                  0.1
Elevation (m)




          114
Elevation (m)




           114
           114                                                                                     0.1
                   Excavation +
          113
           113
           113      Increase of                                                          0.08
                                                                                         0.08
                                                                                          0.08
                    Riverbed     Excavated Area
                                  Excavated Area                                                                          Channel Widening
          112
           112
           112      Slope    Bar
                              Bar
                              Bar                                                        0.06
                                                                                         0.06
                                                                                          0.06
                                                                                                                       Before Excavation
                                                                                                                       Before Excavation
                                                                                                                        Before Excavation
                                                                                                                       Just After Excavation
          111
           111
           111       Riverbed Slope Changes                                              0.04
                                                                                         0.04
                                                                                          0.04                         ExcavationExcavation of
                                                                                                                        Just After + Incarease
                         1/350→1/250                                                                                             Riverbed Slope
          110
           110
           110                                                                           0.02
                                                                                         0.02
              00
               0          50
                           50
                           50           100
                                         100
                                         100        150
                                                     150
                                                     150                                  0.022        4        6       8       10
                    Transversal distance Left Levee(m)
                      Transversal Point on (m) Levee(m)
         Distance From the Starting distance (m) Levee(m)
          Distance From the Starting Point on Left
          Distance From the Starting Point on Left
                                                                                              22       44      66       88      10
                                                                                                                                 10
                      Transversal distance (m)                                                  Occurrence period (year) (year)
                                                                                                      Return Probability
                                                                                                  Occurrence period (year)
                                                                                                      Return
                                                                                                 Occurrence Probability (year)
                                                                                                            Probability (year)


        Sediment supply is necessary to sustain gravel bed
Sediment augmentation volume
Sediment volume
was estimated
5,500 m3/year to
maintain gravel
bed by calculation
and large scale
experiment.
Outline of the restoration

                       A工区
                             B工区
                                   C工区

                                         D工区   E工区




       400m



Sediment supply       River widening
1.7 km upstream       Vegetation removal
                      (~21,000 m2)
Enlarged gravel river bed
                            Photos: Fukushima M, PWRI




2001 Sep 20   2002 Jul 5            2003 Aug 25




2004 Aug 4    2005 Jul 22         2006 Jul 28
Results: Gravel-bed restoration
         Gravel-
 Increased the number of plover
 (Charadrius placidus), floodplain
 grasshopper, gravel-bed plants (e.g. Aster
 Kantoensis), benthic fishes.
 Mitigation of river incision
Decision-
Decision-making processes
                    Interdisciplinary
    Elicitation                              1995-
                     research group
                              meeting, seminar

     Demand             Citizen             1997-


                      Tama River
     Decision
                       Authority

                    Committee for
      Strategy                              1999-
                     restoration
                            consultation
                      Tama River
  Implementations                           2001-
                       Authority
Lessons from
the Tama River
Interdisciplinary research group
including river authorities are of
great importance for river
restoration.


Researchers         Practitioners
Scientist should explain their
research results to local people.
 Scientific and accurate information gives
 great effect for decision making process.
 Importance of sharing information and
 enlightenment
Scientist should give quantitative
estimation as much as possible.
  Gravel augmentation and that volume was
  decided by large scale experiment.
  River widening was decided based on the
  calculation.
Scientist should publish the
results to multiple readers.




   Books for citizens   Reports for specialists
Thank you for your attention !




               Nishizawa Valley in Yamanashi Pref.

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River restoration in Japan (Keigo Nakamura)

  • 1. Hokkaido Island River Restoration in Japan: Lessons from the Tama River Honshu Island Kyushu Island TSUKUBA (PWRI) Shikoku TOKYO (Tama River) Island Keigo Nakamura, Ph.D Okinawa NILIM, MLIT
  • 2. Contents Japanese nature and rivers River restoration in Japan River restoration in the Tama River
  • 3. General Characteristics of Japan Japan’s total area: 377,815 km2 (Ger.357,000km2) Total Population: 127,740,000 (2006) Mountains (Forest) account for about 71% of Japan’s total land area. The islands of Japan lie in the temperate zone and northeast end of the monsoon area. The annual average rainfall is 1,700 mm/year. Earthquakes and Volcanoes
  • 4. Topography Geography of Rivers Rhine River Longitudinally steep Joganji River High Sediment yield Abe River Shinano River Elevation (m) Roire River 1,000 Joganji River Abe River Tone River 800 Colorado River Chikugo River 600 Yoshino River Seine River 400 Kitakami River Mekong River 200 0 0 200 400 600 800 1,000 1,200km Distance from river mouth (km)
  • 5. Precipitation Rainy season Typhoons
  • 7. 75% of Japanese Assets on the Floodplain FP 10 50 FP 75 FP Area Population Assets
  • 8. Anthropogenic Impacts Anthropogenic Impacts on Rivers are enormous (Yoshimura. et al) 23.5 % of river banks are artificial 2,675 dams (>15 m) have been constructed http://www.hakkenden.net/hokuriku/a- toyama/anabatoyama.htm
  • 9. Not only safe, but also nature Number of Nos. of victimes and restoration works 10000 Restoration 1000 victims due to 100 flood has 10 Victims of decreased in the flood 1 last 50 years. 1945 1955 1965 1975 1985 1995 Nos. of victims due to flood, sediment, River restoration and volcanic disaster Nos. of Nature-oriented river works increases since 1990
  • 11. History of River Environment ~1960s economic growth and pollution 1970s countermeasure for Pollution :Basic Law for Environmental Pollution Control was enacted after Minamata disease, Yokkaichi asthma, etc. 1980s Dawn for river environment 1990 Nature-oriented river works
  • 12. River Restoration is rapidly increasing since 1990. Accumulative number of river restoration projects 30000 Over 28,000 projects 20000 (~37,000 in the US) 10000 0 91 92 93 94 95 96 97 98 99 00 01 19 19 19 19 19 19 19 19 19 20 20
  • 13. Agenda for river restoration Balance flood control and conservation Loss of wetland in watershed (60%) Stable flow regime, loss of dynamics Loss of gravel river bed (sediment yield) Loss of Ecological network (e.g. fishway, reconnection with paddy fields)
  • 15. Early restoration work in urban area (the Itachi River, 1982) Photos: Shinichi Yoshimura
  • 16. Restoration of Backwater, Restoration of partial floodplain function Photo: MLIT, Japan
  • 17. Design with Nature: Restoration in active river Restoration using channel narrowing process
  • 18. Restoration of network between paddy field and stream Paddy field plays important role for aquatic ecosystem in Japan.
  • 19. Restoration of flow regime by the operation of dam reservoirs Before After
  • 21. July 9, 2002 Restoration of locally extinct aquatic plants by soil seed bank
  • 23. Aqua Restoration Research Center Three 800 m experimental rivers
  • 24. River Ecology Research Group Interdisciplinary association of ecologists, civil engineers, and river managers founded by MLIT (river authority) in 1995 Study at six rivers: Tama, Chikuma, Kizu, Kita, Shibetsu, and Iwaki rivers
  • 25. The Society of Ecology and Civil engineering Academic society established in 1997 to support applied and practical studies Journal “Ecology and Civil Engineering” Keynote in 2006
  • 27. Location Tokyo 10km
  • 28. Outline of the Tama River Length: 136km Basin area: 1,249 km2 Source: Mt. Kasatori, 1,941 m Population: 4,400,000 Visitors: 22,000,000 per year Over 200 NGO groups
  • 29. Tama River is a top runner for River Environment in Japan NGO for the Tama River environment was founded in 1970. River env. division was established in the Tama River authority in 1975. Tama Riv. Env. Management Plan was published in 1980.
  • 30. River Ecology Research started at the Nagata area in 1995. Nagata area Slope: 1/330 Sediment: 35 mm Q=2m3/s MHQ=620 m3/s gravel-bed river on the alluvial fan Photo: Keihin river office
  • 31. Research Group stimulated the restoration project. Research group started meeting with citizens since 1997. People realized the necessity of restoring gravel-bed river though the meeting. Gravel-bed river restoration also fitted the needs of river authorities for flood control. Discussion has started for the restoration in 1999.
  • 32. Problems in the Tama River?
  • 33. River incision Gravel mining (stopped in 1967) Dams and weirs
  • 34. Encroachment of invasive vegetation (Robinia pseudoacacia ) 1974 1997
  • 35. Gravel- Gravel-bed species decline Aster Kantoensis Phragmites Japonica Eusphingonotus japonicus Floodplain grasshopper Copyright Prof. Oohori Robinia pseudo-acacia
  • 36. Restoration measures Channel widening (Aufweitungen) Removal of Forest of Robinia pseudoacacia (invasive) Sediment augmentation (sediment from upstream weir)
  • 38. Irreversible impact of gravel mining at the incised reach 160 Sediment fills Time interval between lines: 96 years Riverbed elevation in 1923 only upstream of Average bed elevation (m) 150 624 years 140 Ozaku weir 48 years Nagata area Hamura weir Kabe district No recovery with 130 Nagata district Narrow section the incised channel 120 Groundsill (Hattori et al. 2003) 110 50 52 54 56 58 60 62 Longitudinal distance (km) → Channel widening is necessary for restoration to reduce the tractive force.
  • 39. Sediment supply to restore the fluvial system (Hattori et al. 2003) Shields number at the Top bar Bar Shields Number at the Topofof Bar Shields Number atthe top ofBar 116 0.14 0.14 116 116 Water Level atat AverageAnnual Water Level atAverage Annual 0.14 Riverbed Slope Changes Shields Number atat thetop ofofbar Water Level Average Annual Maximum Discharge Maximum Discharge Maximum Discharge 0.12 1/350→1/250 Shields number the Top 115 115 0.12 115 Before Before 0.12 Critical Value of Critical Value ofof Just After Just After Critical Value Excavation Excavation Common Reed Destruction Common Reed Destruction Excavation Excavation 0.1 Common Reed Destruction 0.1 Elevation (m) 114 Elevation (m) 114 114 0.1 Excavation + 113 113 113 Increase of 0.08 0.08 0.08 Riverbed Excavated Area Excavated Area Channel Widening 112 112 112 Slope Bar Bar Bar 0.06 0.06 0.06 Before Excavation Before Excavation Before Excavation Just After Excavation 111 111 111 Riverbed Slope Changes 0.04 0.04 0.04 ExcavationExcavation of Just After + Incarease 1/350→1/250 Riverbed Slope 110 110 110 0.02 0.02 00 0 50 50 50 100 100 100 150 150 150 0.022 4 6 8 10 Transversal distance Left Levee(m) Transversal Point on (m) Levee(m) Distance From the Starting distance (m) Levee(m) Distance From the Starting Point on Left Distance From the Starting Point on Left 22 44 66 88 10 10 Transversal distance (m) Occurrence period (year) (year) Return Probability Occurrence period (year) Return Occurrence Probability (year) Probability (year) Sediment supply is necessary to sustain gravel bed
  • 40. Sediment augmentation volume Sediment volume was estimated 5,500 m3/year to maintain gravel bed by calculation and large scale experiment.
  • 41. Outline of the restoration A工区 B工区 C工区 D工区 E工区 400m Sediment supply River widening 1.7 km upstream Vegetation removal (~21,000 m2)
  • 42. Enlarged gravel river bed Photos: Fukushima M, PWRI 2001 Sep 20 2002 Jul 5 2003 Aug 25 2004 Aug 4 2005 Jul 22 2006 Jul 28
  • 43. Results: Gravel-bed restoration Gravel- Increased the number of plover (Charadrius placidus), floodplain grasshopper, gravel-bed plants (e.g. Aster Kantoensis), benthic fishes. Mitigation of river incision
  • 44. Decision- Decision-making processes Interdisciplinary Elicitation 1995- research group meeting, seminar Demand Citizen 1997- Tama River Decision Authority Committee for Strategy 1999- restoration consultation Tama River Implementations 2001- Authority
  • 46. Interdisciplinary research group including river authorities are of great importance for river restoration. Researchers Practitioners
  • 47. Scientist should explain their research results to local people. Scientific and accurate information gives great effect for decision making process. Importance of sharing information and enlightenment
  • 48. Scientist should give quantitative estimation as much as possible. Gravel augmentation and that volume was decided by large scale experiment. River widening was decided based on the calculation.
  • 49. Scientist should publish the results to multiple readers. Books for citizens Reports for specialists
  • 50. Thank you for your attention ! Nishizawa Valley in Yamanashi Pref.