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Meteorology – Storm Events

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Page 1: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

Meteorology – Storm Events

Page 2: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

Knowledge of Precipitation Amounts and Patterns

• Plan drainage structures– Size temporary

culverts to handle storm events during period of operations

– Size permanent drainage structure to handle 100 year storms

Page 3: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

Know Precipitation Amounts and Patterns

• Time operations– Expose soil during dry periods

if possible– Establish vegetative cover as

soon as possible– Use native vegetation

whenever possible

Page 4: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

What’s Wrong?

Page 5: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

Become familiar with precipitation

patterns• Sources of data

– NOAA

– NWS

– State climatologist• Usually at Land Grant

University

• Vast amount of data available on line

Ochocos Mountains of Central Oregon

Page 6: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

National Climatic Data Center

http://www.ncdc.noaa.gov/oa/ncdc.html

Page 7: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

National Weather Servicehttp://www.weather.gov/view/national.php?thumbs=on

National Oceanic and Atmospheric Administration's   

 National Weather Service   

Page 8: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

Indiana State Climatologist

http://www.agry.purdue.edu/climate/

Page 9: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

Variation in Precipitation

• Random• Seasonal• Proximity to water

body (lake affect)• Prevailing winds

with moisture• Topographic

Page 10: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

Seasonal Variation

Indiana Total Precipitation

0

1

2

3

4

5

Jan.

Mar.

May

July

Sep.

Nov.

Month

Inch

es

NC

SC

State

Page 11: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

Proximity to Water Body

Page 12: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

Prevailing Winds

Page 13: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

Topographic Affect

• Rising air cools• Dew point reached• Water vapor

condenses to form clouds

• Precipitation may occur

Page 14: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

• Cloud patterns induced by passage of air current over mountains

• Precipitation concentrated on windward side of mountain, and mountain top

• Tends to be rain shadow on leeward side

Page 15: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

• Fidalgo Island in rain shadow of the Olympic Mountains.

• Rainforests with up to 200 inches of precipitation on the west side.

• Rain shadow area northeast of the Peninsula with only one-half (20 inches) of the normal rainfall for the rest of the region.

Page 16: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

Avg. Monthly Rainfall 1931-1998

02468101214161820

Month

Inch

es

Clearwater 118.5”

Coupeville 21.14”

Puget Sound Area, Washington

Page 17: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

Storm Events, 1st Qtr.

Daily Precipitation, Bedford, IN, 1998

00.20.40.60.81

1/1/99

1/8/99

1/15/99

1/22/99

1/29/99

2/5/99

2/12/99

2/19/99

2/26/99

3/5/99

3/12/99

3/19/99

3/26/99

Inch

es

Page 18: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

Storm Events, 2nd Qtr.

Daily Precipitation, 1998, Bedford, IN

012345

4/1/99

4/8/99

4/15/99

4/22/99

4/29/99

5/6/99

5/13/99

5/20/99

5/27/99

6/3/99

6/10/99

6/17/99

6/24/99

Inch

es

Page 19: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

Storm Events, 3rd Qtr.

Daily Precipitation, 1998, Bedford, IN

00.20.40.60.81

1.2

7/1/99

7/8/99

7/15/99

7/22/99

7/29/99

8/5/99

8/12/99

8/19/99

8/26/99

9/2/99

9/9/99

9/16/99

9/23/99

9/30/99

Inch

es

Page 20: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

Storm Events, 4th Qtr.

Daily Precipitation, 1998, Bedford, IN

00.51

1.52

2.5

10/1/99

10/8/99

10/15/99

10/22/99

10/29/99

11/5/99

11/12/99

11/19/99

11/26/99

12/3/99

12/10/99

12/17/99

12/24/99

12/31/99

Inch

es

Page 21: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

Monroe County Airport, April 15-16, 1998

15th 0953 .03

1053 .26

1158 .00

1253 .01

1353 .0

1453 .04

1553 .0

1953 .14

2053 .12

2153 .10

2253 .36

2353 .17

16th 0053 .32

0153 .22

0253 .25

0353 .08

Hourly Precipitation

0

0.1

0.2

0.3

0.4

Series1

Page 22: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

Some Basic Hydrologic Concepts

Weirs are used to measure volume of water flowing past a point.

Page 23: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

What Happens to Precipitation?

• Hydrologic cycleP = RO + ET + S,

Where,• P ≡ precipitation

• RO ≡ runoff

• ET ≡ evapotranspiration

• S ≡ storage

Page 24: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

Evapotranspiration

• Loss of water from a given area during a specified time by evaporation from the soil surface and by transpiration from the plants.

• Supports plant life• Reduces water yield

Page 25: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

Runoff Provides Major Benefits RO = P – ET

Moose Creek, Clearfield County, PA (WLH)

Page 26: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

Where does runoff go to?

• RO = CI + SRO + SSF + BF, – where,

• CI ≡ channel interception• SRO ≡ surface run off • SSF ≡ subsurface flow• BF ≡ base flow

Page 27: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

Where does runoff go to?

– CI ≡ channel interception• Precipitation falling directly into

channel

Susquehanna River, Clearfield, PA, (WLH)

Page 28: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

Where does runoff go to?– SRO ≡ surface runoff or overland flow

• Precipitation not infiltrating soil

Sheet erosion of cropland resulting from surface runoff

Source: http://www.agric.gov.ab.ca/agdex/500/72000003.html

Page 29: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

Where does runoff go to?

– SSF ≡ subsurface flow, or interflow• Infiltrating precipitation intercepted by hardpan or

bedrock before entering groundwater pool

Page 30: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

Where does runoff go to?– BF ≡ base flow or ground water flow

• Precipitation entering water table

Page 31: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

Research results come from experimental watersheds such as:

Page 32: Meteorology – Storm Events. Knowledge of Precipitation Amounts and Patterns Plan drainage structures –Size temporary culverts to handle storm events during

What We’ll Look At

• Erosion– Impacts of

• Roads• Harvests

• Water flows– Storm events– Storage

• Water yield– Amount– Timing Montgemory Reservoir, Clearfield, PA, WLH