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River Health and Hydrological
Alteration 河流健康和水文因素
Dr Chris Gippel




Training Workshop Beijing
2010 November 19
Contents

•   Role of hydrology as a river health indicator
•   Introduce the Taizi River basin
•   Apply a hydrological index
•   Develop a new method based on flow needs
•   Test the method in the Taizi River basin
Catchment
management                                 Physical
   policy
             Geology              Hydrology      Geomorphology
                Climate
                 Land use              Hydraulic habitat
                                                                 Economy
                                                                 Education
                                                                 Trade, etc
             Ecological river health       Social river health

   River
management
  policy

              Water quality            Ecological processes


               Chemical                       Biological
Main Issues 主要问题
• Hydrology RESPONDS to catchment and disturbance
• Hydrology DRIVES the ecology

• Is it OK to mix response and driver variables?

• YES

• Hydrology is open to management action to improve health
Choices 选择
• Indicators of 指标 :
   –   Hydrological   alteration
   –   Hydrological   stress
   –   Hydrological   disturbance
   –   Hydrological   deviation
   –   …….
• Ostensibly 表面上 :
   – “ecologically meaningful” “生态意义”
• Warning 警告
   – From a different area 从一个不同的区域
   – Not linked to ecological assets of interest 没有联系到当地的生态环境
Objectives 目标
• Assess hydrological health of Taizi River

• Try an index of hydrological stress

• Develop a new method sensitive to:
    –   Local ecological assets
    –   Local hydrology
    –   Local flow-ecology knowledge
    –   Closely linked to flow management options
Taizi River Basin

                                Shenwo Reservoir
                                参窝水库
                                Finished 1972
                                7.91 × 108m3


                                                        Guanyinge
                                                        Reservoir
                                                        观音阁水库
                                                        Finished 1995
                                                        Finished 1995
             Tanghe Reservoir                           21.68 × 108m3
             汤河水库
             Finished 1969
             7.07 × 108m3




Yingkou                                            Flow data from 1950s
2,000    Flow exceeded 5 percent of the time                                                             2,500    Flow exceeded 5 percent of the time
                                                                                              Benxi                                                                                            Tangmazai
Daily discharge (m3 /s)




                                                                                                         Daily discharge (m3 /s)
                                                                                                                                     2,000
                            1,500
                                                                                                                                     1,500
                            1,000
                                                                                                                                     1,000
                             500
                                                                                                                                      500

                               0                                                                                                         0
                                    Jan Feb Mar Apr May Jun         Jul Aug Sep Oct Nov Dec                                                  Jan Feb Mar Apr May Jun         Jul Aug Sep Oct Nov Dec

                             350     Median and Interquartile range [exceeded 75 - 25 percent of time]                               1,000    Median and Interquartile range [exceeded 75 - 25 percent of time]
  Daily discharge (m3 /s)




                                                                                                           Daily discharge (m3 /s)
                             300
                                                                                                                                      800
                             250
                             200                                                                                                      600
                             150                                                                                                      400
                             100
                                                                                                                                      200
                              50
                               0                                                                                                        0
                                    Jan Feb Mar Apr May Jun         Jul   Aug Sep Oct Nov Dec                                                Jan Feb Mar Apr May Jun         Jul   Aug Sep Oct Nov Dec

                              3.5    Relative interquartile range [IQ range/median]                                                    8.0    Relative interquartile range [IQ range/median]
  Relative IQ range




                                                                                                           Relative IQ range
                              3.0                                                                                                      7.0
                              2.5                                                                                                      6.0
                                                                                                                                       5.0
                              2.0
                                                                                                                                       4.0
                              1.5
                                                                                                                                       3.0
                              1.0                                                                                                      2.0
                              0.5                                                                                                      1.0
                              0.0                                                                                                      0.0
                                    Jan Feb Mar Apr May Jun         Jul   Aug Sep Oct Nov Dec                                                Jan Feb Mar Apr May Jun         Jul   Aug Sep Oct Nov Dec
Flow Stress Indicator
•   Mean annual flow
•   Seasonal difference
•   Seasonal timing
•   Low flow magnitude
•   High flow magnitude
•   Days of river drying up
•   Flow duration
•   Flow variability
Benxi (pre-Guanyinge V. post-Guanyinge)                                                                                                                                  Liaoyang (pre-Tanghe/Shenwo V. post-Tanghe/Shenwo)
                                  1.0                                                                                                                                                                                 1.0




                                                                                                                                                                                    Hydrological change Index value
Hydrological change Index value

                                  0.9                                                                             0.99                                                                                                0.9                                                    0.980
                                  0.8                                                                                      0.85                                                                                       0.8                                             0.87
                                  0.7                                                                                                                0.75                                                             0.7                               0.77
                                                                                                                                                                                                                                                                                     0.73
                                  0.6                                                                                             0.683     0.67                                                                      0.6
                                        0.59                                                                                                                                                                                              0.60                 0.60                                0.59
                                  0.5                                                                                                                                                                                 0.5                                                                   0.55
                                                                                                                                                            0.53
                                  0.4                                                                    0.47                                                                                                         0.4
                                  0.3                                                  0.35                                                                                                                           0.3
                                  0.2                                                                                                                                                                                 0.2
                                                                                                                                                                                                                            0.23
                                  0.1                                                           0.18                                                                                                                  0.1
                                               0.10                                                                                                                                                                                0.13          0.00
                                  0.0                                                                                                                                                                                 0.0




                                                                                         Xiaolinzi (pre-Tanghe/Shenwo V. post-Tanghe/Shenwo)                                                                                  Liaoyang (pre-Tanghe/Shenwo V. post-Guanyinge)
                                                                                 1.0                                                                                                                                  1.0
                                               Hydrological change Index value




                                                                                                                                                                                    Hydrological change Index value
                                                                                 0.9                                                                   0.991                                                          0.9
                                                                                                                                              0.92                                                                                                                           0.912
                                                                                 0.8                                                                                                                                  0.8                                             0.84
                                                                                 0.7                                                 0.79                      0.78                                                   0.7                                      0.77
                                                                                                                             0.74
                                                                                 0.6                       0.67                                                                                                       0.6                               0.68
                                                                                                                                                                      0.62   0.64
                                                                                 0.5                                                                                                                                  0.5                                                            0.54          0.54
                                                                                 0.4                                                                                                                                  0.4                                                                   0.44
                                                                                 0.3     0.34                                                                                                                         0.3
                                                                                                                                                                                                                                          0.32
                                                                                 0.2                                                                                                                                  0.2
                                                                                 0.1                                                                                                                                  0.1
                                                                                                  0.13              0.03                                                                                                    0.06   0.09          0.00
                                                                                 0.0                                                                                                                                  0.0




                                                                                              Xiaolinzi (pre-Tanghe/Shenwo V. post-Guanyinge)
                                                                                 1.0
                                               Hydrological change Index value




                                                                                 0.9                                                                   0.937
                                                                                                                                              0.90
                                                                                                                                                                                    Can measure differences in periods
                                                                                 0.8                                                 0.86
                                                                                 0.7
                                                                                 0.6
                                                                                 0.5
                                                                                                                             0.66
                                                                                                                                                               0.58
                                                                                                                                                                             0.65
                                                                                                                                                                                    Does not work on a single year
                                                                                 0.4                       0.46                                                       0.48
                                                                                 0.3                                0.34
                                                                                 0.2
                                                                                 0.1
                                                                                         0.10     0.03
                                                                                 0.0
Rapid eco-hydraulic environmental flows
assessment
• We need to know about the eco-hydraulics
• What specific flows will satisfy the needs of the identified
  ecological assets?
• Ecology responds to
    –   Velocity
    –   Depth
                       hydraulics
    –   Width
    –   Shear stress
Flow components




              King et al (2008) Building Block Method
Baseflows
                                                                              Benxi
                                              45
     Median baseflow daily discharge (m3/s)



                                              40

                                              35

                                              30

                                              25

                                              20

                                              15

                                              10

                                              5

                                              0
                                                   Jan   Feb    Mar    Apr     May    Jun    Jul    Aug    Sep    Oct    Nov    Dec
 Pre-Guanyinge Dam                                 3.7   3.8    4.0    8.7     20.8   17.3   23.5   38.6   26.0   15.1   11.1   5.6
 Post-Guanyinge Dam 14.2                                 15.1   16.1   19.1    23.0   27.5   28.4   16.6   12.1   18.7   16.9   13.9
Baseflows
                                                                             Tangmazai
    Median baseflow daily discharge (m3/s)   70

                                             60

                                             50

                                             40

                                             30

                                             20

                                             10

                                             0
                                                  Jan   Feb    Mar    Apr     May    Jun    Jul    Aug    Sep    Oct    Nov    Dec
  Pre-Tang/Shenwo                                 9.3   8.6    10.8   19.4    20.0   18.6   17.1   65.3   45.3   33.2   31.0   16.1
  Post-Tang/Shenwo 10.3                                 10.0   13.1   11.3    16.1   59.3   35.1   32.7   25.6   18.0   17.1   11.6
  Post-Guanyinge   12.6                                 13.3   12.8   13.6    42.8   18.8   25.8   26.6   23.5   17.7   16.4   13.6
Cease to flow

                                                              Cumulative annual days of cease to f low
                                                   Liaoyang
                                                              Annual peak cease to f low spell duration
                        350
Days of cease to flow




                        300
                        250
                        200
                        150
                        100
                        50
                          0




                                       Tangehe Shenwo               Guanyinge
Flow events




      Frequency   Duration
Hydraulic information
•   No surveys
•   Need to find whatever is available
•   Gauging stations have useful information
•   Can derive as a function of discharge:
    –   Velocity
    –   Depth
    –   Width
    –   Shear stress
• These variables are used to determine the discharge that will
  satisfy the hydraulically defined ecological and geomorphological
  objectives
Benxi
                                       18/06/2001       24/05/1978
                    120




Elevation (m ASL)
                    115

                    110

                    105

                    100
                          0   50      100      150          200       250   300     350
                                               Chainage (m)




                                                                  0               500
                              Benxi                                     metres


                                                     Weir
Liaoyang
                                                  Liaoyang
                                               8/11/2001
                                               8/11/2001     19/07/1978
                                                             19/07/1978
                    35
                    35




Elevation (m ASL)
Elevation (m ASL)
                    30
                    30

                    25
                    25

                    20
                    20

                    15
                    15
                         -500
                        -500    0
                                0    500
                                     500   1000
                                           1000       1500
                                                      1500   2000
                                                             2000    2500
                                                                     2500   3000
                                                                            3000   3500
                                                                                   3500   4000
                                                                                          4000
                                                      Chainage (m)
                                                      Chainage (m)




                                                      Weir

                         Liaoyang



                    0                      2
                                km
Xiaolinzi
                                      13/09/2001         2/05/1978
                    19




Elevation (m ASL)
                    17
                    15
                    13
                    11
                     9
                     7
                     5
                     1000     800     600          400          200     0   -200
                                              Chainage (m)




                         0            500
                             metres                             Xiaolinzi
Tangmazai
                                   2/09/2001         3/06/1978
                    16
                    14




Elevation (m ASL)
                    12
                    10
                     8
                     6
                     4
                     2
                     0
                         0   200   400         600          800   1000   1200
                                         Chainage (m)
Geomorphological objectives

ID      Objective         Flow              Hydraulic       Frequency/      Timing    Reach
                          component         criteria        Duration
1a      Maintain          Bankfull/overba   Morphologically Every 2 years   Anytime   All
        channel form      nk                defined levels

1b      Flush fine        Low flow pulse    Critical shear    1 – 2/year,   Mar-May   All
        sediment from                       stress to         0.5 – 1 day
        surface of bed                      mobilize silts
                                            and >30% of
                                            bed materiala
1c      Mobilize coarse   High flow         Critical shear    Annual        Anytime   All
        bed sediments     pulse/bankfull    stress to
                                            mobilize >70%
                                            of bed material
1d      Maintain key in- High flow          Morphologically   Annual        Anytime   All
        channel          pulse/bankfull     defined level
        physical habitat
        forms
Fish objectives

ID    Objective
3a    Maintain sufficient water depth in pools for large bodied fish
3b    Maintain sufficient depth in riffles and in depositional habitats out of the main
      flow
3c    Localised movement of resident fish
3d    Maintenance of benthic habitats and hyporheic flushing
3e    Provide habitat during the high flow period, to induce spawning and to maintain
      transport of semi-buoyant eggs within the water column
3f    Stimulate spawning migration and maintain longitudinal connectivity
3g    Provide access to floodplain habitat
Invertebrate objectives

ID   Objective
4a   Maintain sufficient depth in riffles
4b   Maintenance of benthic habitats and hyporheic flushing
4c   Maintenance of half of the width of the bed wet for habitat
4d   Provide habitat during the high flow period, make some pool along the
     river full of water
4e   Provide access to floodplain habitat
Waterbird objectives


ID     Objective
5a     Maintenance of half of the width of the bed wet for habitat
5b     Provide habitat during the high flow period, make some pool along the
       river full of water, provide the habitat for the bird to nest
Preliminary result only

                  1953

                         1954

                                1955

                                       1956

                                              1957

                                                     1958

                                                            1959

                                                                   1960

                                                                          1961

                                                                                 1962

                                                                                        1963

                                                                                               1964

                                                                                                      1965

                                                                                                             1966

                                                                                                                    1967

                                                                                                                           1968
Overbank
Bankfull
High flow pulse
Low flow pulse
High flow
Low flow 1
Low flow 2
                                                                                                                                    Before Tangehe and Shenwo
                  1969

                         1970

                                1971

                                       1972

                                              1973

                                                     1974

                                                            1975

                                                                   1976

                                                                          1977

                                                                                 1978

                                                                                        1979

                                                                                               1980

                                                                                                      1981

                                                                                                             1982

                                                                                                                    1983

                                                                                                                           1984

                                                                                                                                  1985

                                                                                                                                         1986

                                                                                                                                                1987

                                                                                                                                                       1988

                                                                                                                                                              1989

                                                                                                                                                                     1990

                                                                                                                                                                            1991

                                                                                                                                                                                   1992

                                                                                                                                                                                          1993

                                                                                                                                                                                                 1994
Overbank
Bankfull
High flow pulse
Low flow pulse
High flow
Low flow 1
Low flow 2
                  1995

                         1996

                                1997

                                       1998

                                              1999

                                                     2000

                                                            2001

                                                                   2002

                                                                          2003

                                                                                 2004

                                                                                        2005

                                                                                               2006

                                                                                                      2007
                                                                                                                                    After Tangehe and Shenwo
Overbank
Bankfull
High flow pulse
Low flow pulse
High flow
Low flow 1
Low flow 2
                                                                                                                After Guanyinge
Conclusion
• It is possible to develop indicators sensitive to the local hydrology
  and ecology
• Most of the data and knowledge are already there

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Gippel hydrology & rh nov_2010_b

  • 1. River Health and Hydrological Alteration 河流健康和水文因素 Dr Chris Gippel Training Workshop Beijing 2010 November 19
  • 2. Contents • Role of hydrology as a river health indicator • Introduce the Taizi River basin • Apply a hydrological index • Develop a new method based on flow needs • Test the method in the Taizi River basin
  • 3. Catchment management Physical policy Geology Hydrology Geomorphology Climate Land use Hydraulic habitat Economy Education Trade, etc Ecological river health Social river health River management policy Water quality Ecological processes Chemical Biological
  • 4. Main Issues 主要问题 • Hydrology RESPONDS to catchment and disturbance • Hydrology DRIVES the ecology • Is it OK to mix response and driver variables? • YES • Hydrology is open to management action to improve health
  • 5. Choices 选择 • Indicators of 指标 : – Hydrological alteration – Hydrological stress – Hydrological disturbance – Hydrological deviation – ……. • Ostensibly 表面上 : – “ecologically meaningful” “生态意义” • Warning 警告 – From a different area 从一个不同的区域 – Not linked to ecological assets of interest 没有联系到当地的生态环境
  • 6. Objectives 目标 • Assess hydrological health of Taizi River • Try an index of hydrological stress • Develop a new method sensitive to: – Local ecological assets – Local hydrology – Local flow-ecology knowledge – Closely linked to flow management options
  • 7. Taizi River Basin Shenwo Reservoir 参窝水库 Finished 1972 7.91 × 108m3 Guanyinge Reservoir 观音阁水库 Finished 1995 Finished 1995 Tanghe Reservoir 21.68 × 108m3 汤河水库 Finished 1969 7.07 × 108m3 Yingkou Flow data from 1950s
  • 8. 2,000 Flow exceeded 5 percent of the time 2,500 Flow exceeded 5 percent of the time Benxi Tangmazai Daily discharge (m3 /s) Daily discharge (m3 /s) 2,000 1,500 1,500 1,000 1,000 500 500 0 0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 350 Median and Interquartile range [exceeded 75 - 25 percent of time] 1,000 Median and Interquartile range [exceeded 75 - 25 percent of time] Daily discharge (m3 /s) Daily discharge (m3 /s) 300 800 250 200 600 150 400 100 200 50 0 0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 3.5 Relative interquartile range [IQ range/median] 8.0 Relative interquartile range [IQ range/median] Relative IQ range Relative IQ range 3.0 7.0 2.5 6.0 5.0 2.0 4.0 1.5 3.0 1.0 2.0 0.5 1.0 0.0 0.0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
  • 9. Flow Stress Indicator • Mean annual flow • Seasonal difference • Seasonal timing • Low flow magnitude • High flow magnitude • Days of river drying up • Flow duration • Flow variability
  • 10. Benxi (pre-Guanyinge V. post-Guanyinge) Liaoyang (pre-Tanghe/Shenwo V. post-Tanghe/Shenwo) 1.0 1.0 Hydrological change Index value Hydrological change Index value 0.9 0.99 0.9 0.980 0.8 0.85 0.8 0.87 0.7 0.75 0.7 0.77 0.73 0.6 0.683 0.67 0.6 0.59 0.60 0.60 0.59 0.5 0.5 0.55 0.53 0.4 0.47 0.4 0.3 0.35 0.3 0.2 0.2 0.23 0.1 0.18 0.1 0.10 0.13 0.00 0.0 0.0 Xiaolinzi (pre-Tanghe/Shenwo V. post-Tanghe/Shenwo) Liaoyang (pre-Tanghe/Shenwo V. post-Guanyinge) 1.0 1.0 Hydrological change Index value Hydrological change Index value 0.9 0.991 0.9 0.92 0.912 0.8 0.8 0.84 0.7 0.79 0.78 0.7 0.77 0.74 0.6 0.67 0.6 0.68 0.62 0.64 0.5 0.5 0.54 0.54 0.4 0.4 0.44 0.3 0.34 0.3 0.32 0.2 0.2 0.1 0.1 0.13 0.03 0.06 0.09 0.00 0.0 0.0 Xiaolinzi (pre-Tanghe/Shenwo V. post-Guanyinge) 1.0 Hydrological change Index value 0.9 0.937 0.90 Can measure differences in periods 0.8 0.86 0.7 0.6 0.5 0.66 0.58 0.65 Does not work on a single year 0.4 0.46 0.48 0.3 0.34 0.2 0.1 0.10 0.03 0.0
  • 11. Rapid eco-hydraulic environmental flows assessment • We need to know about the eco-hydraulics • What specific flows will satisfy the needs of the identified ecological assets? • Ecology responds to – Velocity – Depth hydraulics – Width – Shear stress
  • 12. Flow components King et al (2008) Building Block Method
  • 13. Baseflows Benxi 45 Median baseflow daily discharge (m3/s) 40 35 30 25 20 15 10 5 0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Pre-Guanyinge Dam 3.7 3.8 4.0 8.7 20.8 17.3 23.5 38.6 26.0 15.1 11.1 5.6 Post-Guanyinge Dam 14.2 15.1 16.1 19.1 23.0 27.5 28.4 16.6 12.1 18.7 16.9 13.9
  • 14. Baseflows Tangmazai Median baseflow daily discharge (m3/s) 70 60 50 40 30 20 10 0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Pre-Tang/Shenwo 9.3 8.6 10.8 19.4 20.0 18.6 17.1 65.3 45.3 33.2 31.0 16.1 Post-Tang/Shenwo 10.3 10.0 13.1 11.3 16.1 59.3 35.1 32.7 25.6 18.0 17.1 11.6 Post-Guanyinge 12.6 13.3 12.8 13.6 42.8 18.8 25.8 26.6 23.5 17.7 16.4 13.6
  • 15. Cease to flow Cumulative annual days of cease to f low Liaoyang Annual peak cease to f low spell duration 350 Days of cease to flow 300 250 200 150 100 50 0 Tangehe Shenwo Guanyinge
  • 16. Flow events Frequency Duration
  • 17. Hydraulic information • No surveys • Need to find whatever is available • Gauging stations have useful information • Can derive as a function of discharge: – Velocity – Depth – Width – Shear stress • These variables are used to determine the discharge that will satisfy the hydraulically defined ecological and geomorphological objectives
  • 18. Benxi 18/06/2001 24/05/1978 120 Elevation (m ASL) 115 110 105 100 0 50 100 150 200 250 300 350 Chainage (m) 0 500 Benxi metres Weir
  • 19. Liaoyang Liaoyang 8/11/2001 8/11/2001 19/07/1978 19/07/1978 35 35 Elevation (m ASL) Elevation (m ASL) 30 30 25 25 20 20 15 15 -500 -500 0 0 500 500 1000 1000 1500 1500 2000 2000 2500 2500 3000 3000 3500 3500 4000 4000 Chainage (m) Chainage (m) Weir Liaoyang 0 2 km
  • 20. Xiaolinzi 13/09/2001 2/05/1978 19 Elevation (m ASL) 17 15 13 11 9 7 5 1000 800 600 400 200 0 -200 Chainage (m) 0 500 metres Xiaolinzi
  • 21. Tangmazai 2/09/2001 3/06/1978 16 14 Elevation (m ASL) 12 10 8 6 4 2 0 0 200 400 600 800 1000 1200 Chainage (m)
  • 22. Geomorphological objectives ID Objective Flow Hydraulic Frequency/ Timing Reach component criteria Duration 1a Maintain Bankfull/overba Morphologically Every 2 years Anytime All channel form nk defined levels 1b Flush fine Low flow pulse Critical shear 1 – 2/year, Mar-May All sediment from stress to 0.5 – 1 day surface of bed mobilize silts and >30% of bed materiala 1c Mobilize coarse High flow Critical shear Annual Anytime All bed sediments pulse/bankfull stress to mobilize >70% of bed material 1d Maintain key in- High flow Morphologically Annual Anytime All channel pulse/bankfull defined level physical habitat forms
  • 23. Fish objectives ID Objective 3a Maintain sufficient water depth in pools for large bodied fish 3b Maintain sufficient depth in riffles and in depositional habitats out of the main flow 3c Localised movement of resident fish 3d Maintenance of benthic habitats and hyporheic flushing 3e Provide habitat during the high flow period, to induce spawning and to maintain transport of semi-buoyant eggs within the water column 3f Stimulate spawning migration and maintain longitudinal connectivity 3g Provide access to floodplain habitat
  • 24. Invertebrate objectives ID Objective 4a Maintain sufficient depth in riffles 4b Maintenance of benthic habitats and hyporheic flushing 4c Maintenance of half of the width of the bed wet for habitat 4d Provide habitat during the high flow period, make some pool along the river full of water 4e Provide access to floodplain habitat
  • 25. Waterbird objectives ID Objective 5a Maintenance of half of the width of the bed wet for habitat 5b Provide habitat during the high flow period, make some pool along the river full of water, provide the habitat for the bird to nest
  • 26. Preliminary result only 1953 1954 1955 1956 1957 1958 1959 1960 1961 1962 1963 1964 1965 1966 1967 1968 Overbank Bankfull High flow pulse Low flow pulse High flow Low flow 1 Low flow 2 Before Tangehe and Shenwo 1969 1970 1971 1972 1973 1974 1975 1976 1977 1978 1979 1980 1981 1982 1983 1984 1985 1986 1987 1988 1989 1990 1991 1992 1993 1994 Overbank Bankfull High flow pulse Low flow pulse High flow Low flow 1 Low flow 2 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 After Tangehe and Shenwo Overbank Bankfull High flow pulse Low flow pulse High flow Low flow 1 Low flow 2 After Guanyinge
  • 27. Conclusion • It is possible to develop indicators sensitive to the local hydrology and ecology • Most of the data and knowledge are already there