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Stony Brook,
Princeton, NJ
A rainy day

  Gage
height (ft)
              Peak of discharge
              8am Wed 4/13
              http://waterdata.usgs.gov/nj/nwis/uv/?site_no=014010
              00&agency_cd=USGS




              Peak of rainfall
              7pm Tues 4/12
              http://www.srh.noaa.gov/data/obhistory/KTTN.html




Discharge
   (cfs)
               lag time of 13 hours
A really rainy day




                     Hurricane Irene,
                       last August
Peak Annual Discharge 1953-2011
                                                      Stony Brook at Princeton, NJ
                                10000
                                                  Tropical Storm Doria
                                                                                               Hurricane Floyd
                                9000


                                8000
  Peak annual discharge (cfs)



                                7000


                                6000


                                5000


                                4000


                                3000


                                2000


                                1000


                                    0
                                    1955   1960    1965   1970   1975    1980   1985   1990   1995   2000   2005   2010   2015

                                                                                year




Sensitivity of recurrence interval analysis to peak events?
Recurrence Intervals
                                   Stony Brook, all data
             100000




Discharge (cfs)   10000




                   1000
                          1          10             100               1000   10000
                                          Recurrence interval (years)



                                    Recurrence Intervals
                              Stony Brook, w/o 2 largest events
            100000




                  10000




                   1000
                          1          10               100            1000    10000
Recurrence Intervals
                                   Stony Brook, all data
             100000




Discharge (cfs)   10000



                                                                                      RI of 13,500cfs
                   1000
                                                                                     ~1000 yrs (0.1%)
                          1          10             100               1000   10000
                                          Recurrence interval (years)



                                    Recurrence Intervals
                              Stony Brook, w/o 2 largest events
            100000




                  10000
                                                                                       RI of 13,500cfs
                                                                                     ~10000 yrs (0.01%)

                   1000
                          1          10               100            1000    10000


                                   Both trendlines fit logarithmically
Rahway River,
   at Springfield, NJ
(LG’s hometown stream)
10000



       9000             Rahway River at Springfield, NJ
                                                                         Hurricane Floyd
                           Peak Annual Discharge
                                 1938-2010
       8000



       7000
                    Hurricane Agnes (as a kid,
                                                                                                            More work
                 LPG’s basement full of water, and                      1980’s – mitigation                 proposed -
cfs




       6000        had fun paddling the floating                     (dikes, retention basins)                 $$$
                       sandbox around…)                                         $$$
       5000



       4000



       3000



       2000



       1000



          0
          1935   1940   1945   1950   1955   1960   1965   1970   1975   1980   1985   1990   1995   2000   2005   2010   2015
10000

                                                                                Hurricane Irene
                        Rahway River at Springfield, NJ
       9000                Peak Annual Discharge                                August 2011
                                 1938-2011

       8000



       7000
cfs




       6000



       5000



       4000



       3000



       2000



       1000



          0
          1935   1940   1945   1950   1955   1960   1965   1970   1975   1980   1985   1990   1995   2000   2005   2010   2015
Cranford inundated by flood waters; power could be out for five to seven days

           By the Cranford Chronicle

Monday August 29, 2011 Cranford has sustained severe damage from Hurricane Irene. Residents were
ordered to evacuate on Saturday, and had to be out by 8 p.m. Those who live in a 100-year flood zone
area, the order was expanded to include a 500-year flood zone area…

The meandering Rahway River had always been one of the things that drew people to Cranford. Families
rented canoes from the local canoe club to paddle through town. Joggers ran along winding paths along the
river’s banks. Cranford’s ties to the water helped earn the Union County township the nickname "Venice of
New Jersey…―

But this weekend, the river shocked much of the town when it broke through dikes and overflowed earthen
dams to flood residential neighborhoods and downtown streets…

The damage in Cranford is immense. Areas of Cranford not touched by a flood before were inundated… A
release from Cranford Police Department on Sunday event said "the Cranford Municipal Building and Police
Department has been shut down due to flooding and severe damage. The Police Department is running out of
a mobile command post."

Mayor Dan Aschenbach said the damage is staggering: Nearly 1,300 residences — or more than 15 percent
of the township’s houses — have significant flood damage. Of those, nearly 200 houses had water up to the
first floor. Seven have already been condemned. More than 6,000 residents lost power…
Dave Pringle ’88
Santa Ana River,
Los Angeles area, CA
1938
              1969




       2007
1955
The 1938 Los Angeles flood (in early 1938) was a major flooding event that was
responsible for inundating much of Los Angeles, Orange and Riverside counties,
California. The flood was caused by a pair of oceanic storms that swept inland
across the area in February and March 1938, causing abnormal rainfall across
much of coastal Southern California. 113[ to 115 people perished in the flood,
which was one of the most catastrophic disasters in area history.[ The flood
caused the destruction of roads, bridges, and buildings, stranded hundreds of
people, and resulted in the flooding of three area rivers and their tributaries; these
were the Santa Ana, Los Angeles and San Gabriel Rivers…

The flooding event of 1938 was…considered a
50-year flood, meaning that it has a 2 percent
chance of occurring any given year. The flood
resulted in $40 million of damages, and …heavily
affected public opinion on the safety of area
rivers, and as a result, the US Army Corps of
Engineers was prompted to begin channelization
of the river, and construction of more flood
control dams…


                                                          The Santa Ana River, in flood in 1938.

http://en.wikipedia.org/wiki/Los_Angeles_Flood_of_1938
50000


      45000                   Santa Ana River, Santa Ana, CA
                                 Peak Annual Discharge
      40000
                                        1923-2010
      35000


      30000
crs




      25000


      20000


      15000


      10000


       5000


          0

         1920   1930   1940   1950   1960   1970   1980   1990   2000   2010
50000
                                        ―50-yr flood‖ of 1938
      45000


      40000                             Santa Ana River, Santa Ana, CA
                                           Peak Annual Discharge
      35000
                                                  1923-2010
      30000
                                  In response:
crs




      25000                     channelization,
                              flood control dams
      20000


      15000


      10000


       5000


          0

         1920   1930   1940      1950     1960     1970   1980   1990   2000   2010
50000
                                        ―50-yr flood‖ of 1938
      45000


      40000                             Santa Ana River, Santa Ana, CA
                                           Peak Annual Discharge
      35000
                                                  1923-2010
      30000
                                  In response:
crs




      25000                     channelization,
                              flood control dams
      20000


      15000


      10000


       5000


          0

         1920   1930   1940      1950     1960     1970   1980   1990   2000   2010
Chase scene from
                                                                “Terminator 2”




Santa Ana River - note intense development of the
area, and artificial straightening and channelization of the
Santa Ana River
        with water.
        without water.
50000


      45000               …channelization, however, does not remove all
                          dangers of floods; there were major floods in
      40000
                          1969, 1980, 1983, 1992, and 1994, with the last
      35000
                          said to probably be a 100-year flood

      30000

                                                   ―100-yr
crs




      25000
                                                    flood‖
      20000


      15000


      10000


       5000


          0

         1920   1930   1940   1950   1960   1970    1980     1990   2000    2010
50000


      45000


      40000


      35000


      30000
crs




      25000


      20000


      15000


      10000


       5000


          0

         1920   1930   1940   1950   1960   1970   1980   1990   2000   2010
―100-yr
1000000
                                flood‖

  100000                                 ―50-yr flood‖

      10000
cfs




       1000
                       Santa Ana River, CA
        100            Recurrence Interval
                           1923-2009
         10


          1
              1   10           100                   1000
                       years
Colorado River,
southwestern US
gauging station




http://snobear.colorado.edu/Markw/Tye/grand_canyon_01.html
Colorado River at Grand Canyon
                 Peak Annual Discharge 1920-2006
  250000
                             What happened
  200000                     here? Ideas?


  150000
cfs




  100000


      50000


         0
          1920 1930 1940 1950 1960 1970 1980 1990 2000 2010
1953
       Daily Discharge
          for 1 year




        2007
Glen Canyon Dam
Lake Powell




Glen Canyon Dam
Glen Canyon Dam
Lake Powell




         Glen Canyon Dam
Colorado River at Grand Canyon
                 Peak Annual Discharge 1920-2006
      250000


                                Dam goes
      200000
                                 on line

      150000
cfs




      100000


      50000


          0
           1920 1930 1940 1950 1960 1970 1980 1990 2000 2010
1953
pre-dam    Daily Discharge
              for 1 year




            2007
                   post-dam
1000000

                                       Recurrence intervals
                                before and after Glen Canyon Dam
Discharge (cfs)




                   100000




                                                                        pre dam

                                                                        post dam

                   10000
                            1              10                 100                  1000
                                          Recurrence interval (years)
Lake Powell




         Glen Canyon Dam
at river mile 84.4
(Downstream of Glen Canyon Dam)


Sept 2007 ~10,000cfs
2008 High-Flow Experiment from Glen Canyon Dam
On March 5, 2008, Secretary of the Interior Dirk Kempthorne pulled the levers
at Glen Canyon Dam to release high flows into the Colorado River… Water
was released through Glen Canyon Dam's powerplant and bypass tubes to a
maximum amount of approximately 41,500 cubic feet per second for about 60
hours. The experiment was designed to enhance the habitat in the canyon and
its wildlife, and learn more about these complex natural systems…
March 8-
9, 2008
at river mile 84.4
                        (Downstream of Glen Canyon Dam)


                        Sept 2007 ~10,000cfs




March 2008 ~10,000cfs
Lake Powell




Hoover Dam
                           Glen Canyon Dam
Lake Mead




Hoover Dam
Hoover Dam
Lake Mead from Hoover Dam, down to 55% capacity (April 2012)
Water Use in Southwest Heads for a Day of Reckoning




                                          NYTimes September 27, 2010
NYTimes September 27, 2010 by Felicity Barringer
Water Use in Southwest Heads for a Day of
Reckoning
A once-unthinkable day is looming on the Colorado River…For the first time, federal
estimates issued in August indicate that Lake Mead, the heart of the lower Colorado
basin’s water system — irrigating lettuce, onions and wheat in reclaimed corners of
the Sonoran Desert, and lawns and golf courses from Las Vegas to Los Angeles —
could drop below a crucial demarcation line of 1,075 feet.

If it does, that will set in motion a temporary distribution plan approved in 2007 by
the seven states with claims to the river and by the federal Bureau of
Reclamation, and water deliveries to Arizona and Nevada would be reduced….This
could mean more dry lawns, shorter showers and fallow fields in those
states, although conservation efforts might help them adjust to the cutbacks.
California, which has first call on the Colorado River flows in the lower basin, would
not be affected…
NYTimes July 21, 2011 by Julia Pyper
A Paradox for the West's Plumbing System: Flood on the
Top, Drought on the Bottom

The Colorado River…(is) a life source of the more than 30 million people who rely on
it…But in recent years, the Colorado River has become less reliable. Since
1999, abnormally low precipitation totals and hot and dry conditions have brought reservoir
water levels close to record lows. The multiyear drought, the most severe since
documentation began more than 100 years ago, has put the water supply in the thirsty
Southwest in jeopardy.

This year, heavy snowpack and spring precipitation have brought the region some relief by
partially refilling the reservoirs. But…the southern end of the Colorado River continues to
stop shy of the Sea of Cortez, where it used to run until the late 1990s.

The paradox is that this season stands in such stark contrast to the past 11 years of
drought, highlighting the types of variability that climate change can wreak on the
hydrological cycle. "It's not at all uncommon for the basin to have high runoff years in a
longer period of drought," said Pamela Adams… "We can see that in both the past 100
years of data, plus you can see it in the tree-ring data."

Concerns regarding the reliability of the Colorado River system to meet the future needs of
Basin resources in the 21st-century are heightened, given the likelihood of increasing
demand for water throughout the Basin, coupled with projections of reduced supply due to
climate change," wrote the authors of the report..

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Examples of discharge analysis

  • 2. A rainy day Gage height (ft) Peak of discharge 8am Wed 4/13 http://waterdata.usgs.gov/nj/nwis/uv/?site_no=014010 00&agency_cd=USGS Peak of rainfall 7pm Tues 4/12 http://www.srh.noaa.gov/data/obhistory/KTTN.html Discharge (cfs)  lag time of 13 hours
  • 3. A really rainy day Hurricane Irene, last August
  • 4. Peak Annual Discharge 1953-2011 Stony Brook at Princeton, NJ 10000 Tropical Storm Doria Hurricane Floyd 9000 8000 Peak annual discharge (cfs) 7000 6000 5000 4000 3000 2000 1000 0 1955 1960 1965 1970 1975 1980 1985 1990 1995 2000 2005 2010 2015 year Sensitivity of recurrence interval analysis to peak events?
  • 5. Recurrence Intervals Stony Brook, all data 100000 Discharge (cfs) 10000 1000 1 10 100 1000 10000 Recurrence interval (years) Recurrence Intervals Stony Brook, w/o 2 largest events 100000 10000 1000 1 10 100 1000 10000
  • 6. Recurrence Intervals Stony Brook, all data 100000 Discharge (cfs) 10000 RI of 13,500cfs 1000 ~1000 yrs (0.1%) 1 10 100 1000 10000 Recurrence interval (years) Recurrence Intervals Stony Brook, w/o 2 largest events 100000 10000 RI of 13,500cfs ~10000 yrs (0.01%) 1000 1 10 100 1000 10000 Both trendlines fit logarithmically
  • 7. Rahway River, at Springfield, NJ (LG’s hometown stream)
  • 8. 10000 9000 Rahway River at Springfield, NJ Hurricane Floyd Peak Annual Discharge 1938-2010 8000 7000 Hurricane Agnes (as a kid, More work LPG’s basement full of water, and 1980’s – mitigation proposed - cfs 6000 had fun paddling the floating (dikes, retention basins) $$$ sandbox around…) $$$ 5000 4000 3000 2000 1000 0 1935 1940 1945 1950 1955 1960 1965 1970 1975 1980 1985 1990 1995 2000 2005 2010 2015
  • 9. 10000 Hurricane Irene Rahway River at Springfield, NJ 9000 Peak Annual Discharge August 2011 1938-2011 8000 7000 cfs 6000 5000 4000 3000 2000 1000 0 1935 1940 1945 1950 1955 1960 1965 1970 1975 1980 1985 1990 1995 2000 2005 2010 2015
  • 10. Cranford inundated by flood waters; power could be out for five to seven days By the Cranford Chronicle Monday August 29, 2011 Cranford has sustained severe damage from Hurricane Irene. Residents were ordered to evacuate on Saturday, and had to be out by 8 p.m. Those who live in a 100-year flood zone area, the order was expanded to include a 500-year flood zone area… The meandering Rahway River had always been one of the things that drew people to Cranford. Families rented canoes from the local canoe club to paddle through town. Joggers ran along winding paths along the river’s banks. Cranford’s ties to the water helped earn the Union County township the nickname "Venice of New Jersey…― But this weekend, the river shocked much of the town when it broke through dikes and overflowed earthen dams to flood residential neighborhoods and downtown streets… The damage in Cranford is immense. Areas of Cranford not touched by a flood before were inundated… A release from Cranford Police Department on Sunday event said "the Cranford Municipal Building and Police Department has been shut down due to flooding and severe damage. The Police Department is running out of a mobile command post." Mayor Dan Aschenbach said the damage is staggering: Nearly 1,300 residences — or more than 15 percent of the township’s houses — have significant flood damage. Of those, nearly 200 houses had water up to the first floor. Seven have already been condemned. More than 6,000 residents lost power…
  • 11.
  • 12.
  • 14. Santa Ana River, Los Angeles area, CA
  • 15. 1938 1969 2007 1955
  • 16. The 1938 Los Angeles flood (in early 1938) was a major flooding event that was responsible for inundating much of Los Angeles, Orange and Riverside counties, California. The flood was caused by a pair of oceanic storms that swept inland across the area in February and March 1938, causing abnormal rainfall across much of coastal Southern California. 113[ to 115 people perished in the flood, which was one of the most catastrophic disasters in area history.[ The flood caused the destruction of roads, bridges, and buildings, stranded hundreds of people, and resulted in the flooding of three area rivers and their tributaries; these were the Santa Ana, Los Angeles and San Gabriel Rivers… The flooding event of 1938 was…considered a 50-year flood, meaning that it has a 2 percent chance of occurring any given year. The flood resulted in $40 million of damages, and …heavily affected public opinion on the safety of area rivers, and as a result, the US Army Corps of Engineers was prompted to begin channelization of the river, and construction of more flood control dams… The Santa Ana River, in flood in 1938. http://en.wikipedia.org/wiki/Los_Angeles_Flood_of_1938
  • 17. 50000 45000 Santa Ana River, Santa Ana, CA Peak Annual Discharge 40000 1923-2010 35000 30000 crs 25000 20000 15000 10000 5000 0 1920 1930 1940 1950 1960 1970 1980 1990 2000 2010
  • 18. 50000 ―50-yr flood‖ of 1938 45000 40000 Santa Ana River, Santa Ana, CA Peak Annual Discharge 35000 1923-2010 30000 In response: crs 25000 channelization, flood control dams 20000 15000 10000 5000 0 1920 1930 1940 1950 1960 1970 1980 1990 2000 2010
  • 19. 50000 ―50-yr flood‖ of 1938 45000 40000 Santa Ana River, Santa Ana, CA Peak Annual Discharge 35000 1923-2010 30000 In response: crs 25000 channelization, flood control dams 20000 15000 10000 5000 0 1920 1930 1940 1950 1960 1970 1980 1990 2000 2010
  • 20. Chase scene from “Terminator 2” Santa Ana River - note intense development of the area, and artificial straightening and channelization of the
  • 21. Santa Ana River with water. without water.
  • 22. 50000 45000 …channelization, however, does not remove all dangers of floods; there were major floods in 40000 1969, 1980, 1983, 1992, and 1994, with the last 35000 said to probably be a 100-year flood 30000 ―100-yr crs 25000 flood‖ 20000 15000 10000 5000 0 1920 1930 1940 1950 1960 1970 1980 1990 2000 2010
  • 23. 50000 45000 40000 35000 30000 crs 25000 20000 15000 10000 5000 0 1920 1930 1940 1950 1960 1970 1980 1990 2000 2010
  • 24. ―100-yr 1000000 flood‖ 100000 ―50-yr flood‖ 10000 cfs 1000 Santa Ana River, CA 100 Recurrence Interval 1923-2009 10 1 1 10 100 1000 years
  • 26.
  • 28. Colorado River at Grand Canyon Peak Annual Discharge 1920-2006 250000 What happened 200000 here? Ideas? 150000 cfs 100000 50000 0 1920 1930 1940 1950 1960 1970 1980 1990 2000 2010
  • 29. 1953 Daily Discharge for 1 year 2007
  • 33. Lake Powell Glen Canyon Dam
  • 34. Colorado River at Grand Canyon Peak Annual Discharge 1920-2006 250000 Dam goes 200000 on line 150000 cfs 100000 50000 0 1920 1930 1940 1950 1960 1970 1980 1990 2000 2010
  • 35. 1953 pre-dam Daily Discharge for 1 year 2007 post-dam
  • 36. 1000000 Recurrence intervals before and after Glen Canyon Dam Discharge (cfs) 100000 pre dam post dam 10000 1 10 100 1000 Recurrence interval (years)
  • 37. Lake Powell Glen Canyon Dam
  • 38. at river mile 84.4 (Downstream of Glen Canyon Dam) Sept 2007 ~10,000cfs
  • 39. 2008 High-Flow Experiment from Glen Canyon Dam On March 5, 2008, Secretary of the Interior Dirk Kempthorne pulled the levers at Glen Canyon Dam to release high flows into the Colorado River… Water was released through Glen Canyon Dam's powerplant and bypass tubes to a maximum amount of approximately 41,500 cubic feet per second for about 60 hours. The experiment was designed to enhance the habitat in the canyon and its wildlife, and learn more about these complex natural systems…
  • 40.
  • 42. at river mile 84.4 (Downstream of Glen Canyon Dam) Sept 2007 ~10,000cfs March 2008 ~10,000cfs
  • 43. Lake Powell Hoover Dam Glen Canyon Dam
  • 46.
  • 47. Lake Mead from Hoover Dam, down to 55% capacity (April 2012)
  • 48. Water Use in Southwest Heads for a Day of Reckoning NYTimes September 27, 2010
  • 49. NYTimes September 27, 2010 by Felicity Barringer Water Use in Southwest Heads for a Day of Reckoning A once-unthinkable day is looming on the Colorado River…For the first time, federal estimates issued in August indicate that Lake Mead, the heart of the lower Colorado basin’s water system — irrigating lettuce, onions and wheat in reclaimed corners of the Sonoran Desert, and lawns and golf courses from Las Vegas to Los Angeles — could drop below a crucial demarcation line of 1,075 feet. If it does, that will set in motion a temporary distribution plan approved in 2007 by the seven states with claims to the river and by the federal Bureau of Reclamation, and water deliveries to Arizona and Nevada would be reduced….This could mean more dry lawns, shorter showers and fallow fields in those states, although conservation efforts might help them adjust to the cutbacks. California, which has first call on the Colorado River flows in the lower basin, would not be affected…
  • 50. NYTimes July 21, 2011 by Julia Pyper A Paradox for the West's Plumbing System: Flood on the Top, Drought on the Bottom The Colorado River…(is) a life source of the more than 30 million people who rely on it…But in recent years, the Colorado River has become less reliable. Since 1999, abnormally low precipitation totals and hot and dry conditions have brought reservoir water levels close to record lows. The multiyear drought, the most severe since documentation began more than 100 years ago, has put the water supply in the thirsty Southwest in jeopardy. This year, heavy snowpack and spring precipitation have brought the region some relief by partially refilling the reservoirs. But…the southern end of the Colorado River continues to stop shy of the Sea of Cortez, where it used to run until the late 1990s. The paradox is that this season stands in such stark contrast to the past 11 years of drought, highlighting the types of variability that climate change can wreak on the hydrological cycle. "It's not at all uncommon for the basin to have high runoff years in a longer period of drought," said Pamela Adams… "We can see that in both the past 100 years of data, plus you can see it in the tree-ring data." Concerns regarding the reliability of the Colorado River system to meet the future needs of Basin resources in the 21st-century are heightened, given the likelihood of increasing demand for water throughout the Basin, coupled with projections of reduced supply due to climate change," wrote the authors of the report..