winter hydrology: modeling ground frost and river ice to improve flood and flash flood warning...

27
Winter Hydrology: Modeling Ground Frost and River Ice to Improve Flood and Flash Flood Warning Accuracy Steve DiRienzo Senior Service Hydrologist National Weather Service Albany NY

Upload: donald-chambers

Post on 16-Dec-2015

217 views

Category:

Documents


1 download

TRANSCRIPT

Winter Hydrology: Modeling Ground Frost and River Ice to

Improve Flood and Flash Flood Warning Accuracy

Steve DiRienzoSenior Service Hydrologist National Weather Service

Albany NY

OverView

1. Ice Jams

2. Ground Frost

Ice Jams in Albany HSA

• Ice Jams Occur in Preferred Locations

• Bob Kilpatrick Catalogued Ice Jam Locations for WFO Albany

• Question: Not Where, But WHEN

River Ice

1. Goal: Predict When River Ice Freeze Up and Break Up Jams Possible to Enhance Watch/Warning Lead Times and Accuracy

River Ice

1. When Are Freeze Up Jams Possible

2. Ice Thickness Equation

3. How Thick Does The Ice Need To Be For Break Up Jams?

4. When Does The Ice Break Up?

5. Case Studies

When Are Freeze Up Jams Possible

Freeze Up: Three Consecutive Days with daily average temperatures <= 0°F Tavg = (Tmax+Tmin)/2

The Average Discharge During the Freeze Up Period Had Little Effect on the Formation of Frazil Ice Jams

Freeze Up Jams More Likely If Some Ice In Place Before Cold Snap

Can Use Representative MEX or MAV MOS Data To Issue Watch 24-36hrs Before Event

http://aprfc.arh.noaa.gov/pubs/newsltr/pub4/frazil.html

Ice Thickness Calculation Ice thickness in inches is estimated using the modified Stefan

equation presented in USACE Manual(2002):ti = C (AFDD)0.5

Constant C can range from 0.1 to 0.8NWS Albany studies show C ~ 0.4 for KALY HSA(Bob K.)

Freezing Degree Day (FDD) = 32°F – Daily Average Temp (°F)

Thawing Degree Day (TDD) = Daily Average Temp (°F) – 32 °F

USACE (2002) Engineering and Design: Ice Engineering. U.S. Army Corps of Engineers Engineer Manual 1110-2-1612.

How Thick Does The Ice Need To Be?

Around a Foot Thick or More – Ice Rigid Enough to Cause Jams

Estimations showed 11 Inches or More Were Enough to Jam

~ 850-900 AFDD

When Does The Ice Break Up?

• BUF Chart• Thanks Steve M.

When Does The Ice Break Up? Accumulated Thawing Degree Hours (ATDH) has linear

relationship to ice breakup

From previous chart: 240 ATDH/24 Hours

240/24 >= 10 TDD/Day to cause breakup = Tavg >=42°F

Can use MEX, MEN or NDFD data to estimate date of breakup

Conversion to Thawing Degree Days (TDD) allows for coarse studies using daily data from previous years

Case Studies

Following case studies use data from nearest METAR station to jam location

Graph title shows nearest METAR (3-letter ID)

Case 1 – Predicted Breakup March 2nd, 2004

Upper Mohawk Basin (UCA)

0

2

4

6

8

10

12

14

10

/1/2

00

3

11

/1/2

00

3

12

/1/2

00

3

1/1

/20

04

2/1

/20

04

3/1

/20

04

4/1

/20

04

Date

Ice

Th

ick

ne

ss

(in

)

Est_Ice

ti = 0.4 (AFDD)0.5 - Ice thickness set to zero when average daily temp >= 42°F

March 2nd, 2004 – Fulmer Creek

Case 3 – Predicted Breakup February 27th, 2000

Lamoille River (MPV)

0

2

4

6

8

10

12

14

10/1

/199

9

10/1

5/19

99

10/2

9/19

99

11/1

2/19

99

11/2

6/19

99

12/1

0/19

99

12/2

4/19

99

1/7/

2000

1/21

/200

0

2/4/

2000

2/18

/200

0

3/3/

2000

3/17

/200

0

3/31

/200

0

4/14

/200

0

4/28

/200

0

Date

Ice

Th

ickn

ess

(in)

Est_Ic

ti = 0.4 (AFDD)0.5 - Ice thickness set to zero when average daily temp >= 42°F

Lamoille River Nr Hardwick, VT– February 28th, 2000

Case 4 – Predicted March 16th, 2003

Cazenovia Creek (BUF)

0

2

4

6

8

10

12

14

1-O

ct-0

2

14

-Oct

-02

27

-Oct

-02

10

-No

v-0

2

23

-No

v-0

2

6-D

ec-

02

19

-De

c-0

2

2-J

an

-03

15

-Ja

n-0

3

28

-Ja

n-0

3

10

-Fe

b-0

3

23

-Fe

b-0

3

8-M

ar-

03

21

-Ma

r-0

3

3-A

pr-

03

16

-Ap

r-0

3

29

-Ap

r-0

3

Date

Ice

Th

ick

ne

ss

(in

)

Est_Ic

ti = 0.4 (AFDD)0.5 - Ice thickness set to zero when average daily temp >= 42°F

Cazenovia Creek – March 18th, 2003

Ice Jam Watch/Warning Guidelines

Freeze Up: Three Consecutive Days with daily average temperatures <= 0°F (Observed or Forecast)?Freeze Up Jams Possible - Consider Flood Watch

Break Up:1) Ice around 1 foot thick or more?And2) Daily Average Temperature forecast to be >= 42°F or more?Break Up Jams Possible - Consider Flood Watch

Daily Average Temperature = (Tmax+Tmin)/2

Forecasting ice jam potential for individual river basins is possible using the nearest MAV, NDFD or MEX MOS data.

Frost Depth/Frozen Ground

Anybody in the Northeast Measuring this?

Any thought to installing Frost Tubes or soil temperature probes?

Some Utility Companies and State Road Departments estimate/measure. Mainly to prevent frozen water pipes or estimate Frost Heave and winter/spring weight restrictions on roads.

Equation Used by Canadian Utility Company

A Practical measure to prevent frozen water service lines - the Region of Ottawa Carleton's Experience, National Research Council Canada, 1999.

Brown, W.G. Difficulties associated with predicting depth of freeze or thaw. Canadian Geotechnical Journal, 1(4):215-226, 1964.

Soil Temperature Curves – MN DOT

Frost With Snow (Snow depth manipulation and its influence on soil frost

and water dynamics in a northern hardwood forest (CRREL – 2001))

Measured vs Estimated

Plover WI 0405

-40

-30

-20

-10

0

10

20

1 O

ct

18

Oct

4 N

ov

21

No

v

8 D

ec

25

De

c

11

Ja

n

28

Ja

n

14

Fe

b

3 M

ar

20

Ma

r

6 A

pr

23

Ap

rDate

De

pth

(in

) Est_Frost_Depth

Est_Thaw

Meas FD

Snow

Measured vs Estimated

MKX Frost 0405

-30-25-20-15-10

-505

101520

1 O

ct

18 O

ct

4 N

ov

21 N

ov

8 D

ec

25 D

ec

11 J

an

28 J

an

14 F

eb

3 M

ar

20 M

ar

6 A

pr

23 A

pr

Date

Dep

th(in

) Est Frost DepthEst Thaw DepthMeasured Frost DepthSnow

KALY Frost SimulationsKALY Frost w/Snow 0304

-25

-20

-15

-10

-5

0

1 O

ct

14

Oct

27

Oct

9 N

ov

22

No

v

5 D

ec

18

De

c

31

De

c

13

Ja

n

26

Ja

n

8 F

eb

21

Fe

b

5 M

ar

18

Ma

r

31

Ma

r

Date

De

pth

(in

)

Frost_depth

Thaw_depth

Sec_frost_depth

KALY Frost w/Snow 0405

-25

-20

-15

-10

-5

0

1 O

ct

17 O

ct

2 N

ov

18 N

ov

4 D

ec

20 D

ec

5 Ja

n

21 J

an

6 Fe

b

22 F

eb

10 M

ar

26 M

ar

Date

Dep

th (i

n) Frost_Depth

Thaw_Depth

Sec_Frost_Depth

0405: Flash Flooding January 14th 2005.A few inches of frost left on April 2 prior to record floods.

Depth of Frost (m) = .0174(AFDD(°C))**.67***AFDD = AFDD + FDD/Snow Depth

Can Estimate When Soil Thaw Complete

To calculate the total number of thawing degree days until the thaw is complete, multiply the Winter Freezing Index (AFDD) by 0.3.

For example, for a Winter Freezing Index of

1375 °F AFDD, the Thawing Index would be 412 ATDD: 0.3 x 1375 = 412

Ref: Wisconsin Transportation Bulletin No 8 November 2003

The End

Questions/Comments?

2004 Cold Regions Hydrology Workshop – Section on Frozen Ground Modeling contains info/plans for Frost Gauges:

• http://aprfc.arh.noaa.gov/resources/crw04/Agenda.htm