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Hydrologic Overview & 
Quantities 
It is important to understand the big 
picture when attempting to forecast. 
This includes the interactive 
components and hydrologic quantities.
Hydrologic Cycle
The complexity of what we are trying to 
accomplish…. 
Infiltration 
Evaporation & 
Condensation 
The Water 
Budget 
Photosynthesis & 
Respiration 
Antecedent 
Moisture 
Conditions 
Transpiration & 
Interception 
Variable Source 
Area 
Time of 
Concentration The “sphere” concept was borrowed 
from Dr. Peter Black: 
Watershed Hydrology – 2nd Edition, 
Peter Black, 1996, Ann Arbor Press 
(ISBN# 1-5704 027-1)
Models try to mimic this! 
Basin Process 
Representation 
Infiltration 
Excess Precip. 
Interception 
Storage 
Time 
Series 
Time 
Series
From A Basin View 
Excess Precip. 
Excess Precip. 
Model 
Basin “Routing” 
Runoff 
Stream Hydrograph 
“Routing”
The Runoff Picture 
• Hydrology is long term and short term…. 
• In this course we will mainly focus on the 
short term: 
• Floods & flood flows. 
• Generating runoff/high flows. 
• Predicting/forecasting flows. 
• Space/time scales.
Recipe(s) for a Flood/High Flows 
• What causes a flood / high flow? 
• What are the conditions? 
• What are the types of flooding situations? 
• Your area or other areas…..
What Are the Defining 
Characteristics of a Flood? 
• Timing – rise time, recession, duration. 
• Flows – peak flows, magnitude 
(statistical). 
• Precipitation – intensity, duration, 
frequency….
What Controls the Timing, Flow, 
and Precipitation? 
• The hydrology – short term and long term. 
• The meteorology – short term 
(weather/storm type) and long term 
(climate).
Short Term 
Weather (storm type) & “current hydrologic 
conditions”
Watershed Characteristics 
• Area 
• Slope 
• Land Use 
• Soils 
• Geology 
• Climate 
• Geomorphology
Some of the “Right” 
Combinations…. 
• Precipitation –vs.- infiltration 
– Precipitation intensity > infiltration rate 
– Precipitation total > infiltration capacity 
– “Storage” in the system is full 
– Human induced high water or flows 
– Natural alterations to the watershed
Our Focus - Forecasting 
• Must be both short & long term.. 
• The combination(s) of precipitation and 
hydrologic conditions that lead create a 
potential flooding situation… 
• “basin hydrology” – basin hydrology looks 
at the hydrologic budget in both the short 
and long term.
How much water is there? 
Distribution of Earth's Waters and Residence Times.... 
Location of 
Storage 
Total Water 
(acre-feet) 
Percent of 
Total 
Percent of 
Fresh 
Residence 
Time 
(years) 
Total water on 
earth 
1.033 x 1015 100.0 
Oceans 1.0 x 1015 96.8 
Total Fresh 
Water 
3.314 x 1013 3.2 100.0 6977 
Ice and 
Glaciers 
2.475 x 1013 75.4 5210 
Groundwater 
Deep 
4.62 x 1012 14.0 973 
Groundwater 
Shallow 
3.63 x 1012 11.0 764 
Lakes 9.9 x 1010 0.3 21 
Biosphere 8.1 x 1010 0.24 17.1 
Soil Moisture 1.98 x 1010 0.06 4.17 
Atmosphere 1.155 x 1010 0.035 2.43 
Rivers 9.9 x 1010 0.003 2.1
Units & Properties of Water 
Property Symbol Value Comments 
Density 
(mass/volume) 
 ~1.94 slugs/ft3 
~ 1.0 g/cm3 
Slug = lb*s2/ft 
Specific Weight 
(weight/volume) 
 62.4 Lbs/ft3 
9.81 kN/m3 
g 
Specific Volume   
Specific Gravity s.g. 1.0 for water 
@ 32.9o F 
s.g.fluid = 
gfluid/gwater 
Vapor Pressure ~0.4 psi Vapor pressure of 
the fluid - not the 
atmosphere
Some Common Unit Conversions 
Area 
• 1 acre = 43,560 ft2 
• 1 mi2 = 640 acres 
• 1 hectare = 100m x 100m = 2.471 acres = 10,000 
m2 
• 1 km2 = 0.386 mi2
Volume 
• 1 acre-foot = 1 ac-ft = 1 acre of water x 1 foot deep 
= 43,560 x 1 = 43,560 ft3 
• 1 ac-inch = 1 acre x 1 inch deep = 43,560 x 1/12 = 
3,630 ft3 
• 1 ft3 = 7.48 gallons 
• 1 gallon H2O ~ 8.34 lbs.
Runoff Volume 
• 1-inch of runoff over 1 square mile : 
• 1/12 feet x 1 mi2 x 640 acres/mi2 x 43,560 
ft2/mi2 = 2,323,200 ft3
Discharge 
• 1 cfs = 1 cubic foot per second 
• 1 cfs x 7.48 gal/ft3 x 3600 sec/hr x 24 hrs/day = 
646,272 gpd = 0.646 MGD 
• 1 cfs x 3600 sec/hr x 24 hrs/day = 86,400 cfs/day 
• 86,400 cfs/day x 1 ac-ft/43,560 ft3 = 1.983 ac-ft/day 
(~ 2 ac-ft/day) 
• 1.983 ac-ft/day x 12 inches/ft x 1 day/24 hrs = 0.992 
ac-in/hr 
• 1 ac-in/hr x 43,560 ft3/ac-ft x 1 hr/3600 sec x 1 
ft/12 inches = 1.008 cfs
Power 
• Hp = HQ/550 
• 1 hp = 550 ft*lb/sec = 0.7547 kilowatts 
weight of water 
H = head or elevation difference 
Q = flow 
Hydropower wants a lot of flow and 
a full reservoir…..

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2 hydrology overview_quantities

  • 1. Hydrologic Overview & Quantities It is important to understand the big picture when attempting to forecast. This includes the interactive components and hydrologic quantities.
  • 3. The complexity of what we are trying to accomplish…. Infiltration Evaporation & Condensation The Water Budget Photosynthesis & Respiration Antecedent Moisture Conditions Transpiration & Interception Variable Source Area Time of Concentration The “sphere” concept was borrowed from Dr. Peter Black: Watershed Hydrology – 2nd Edition, Peter Black, 1996, Ann Arbor Press (ISBN# 1-5704 027-1)
  • 4. Models try to mimic this! Basin Process Representation Infiltration Excess Precip. Interception Storage Time Series Time Series
  • 5. From A Basin View Excess Precip. Excess Precip. Model Basin “Routing” Runoff Stream Hydrograph “Routing”
  • 6. The Runoff Picture • Hydrology is long term and short term…. • In this course we will mainly focus on the short term: • Floods & flood flows. • Generating runoff/high flows. • Predicting/forecasting flows. • Space/time scales.
  • 7. Recipe(s) for a Flood/High Flows • What causes a flood / high flow? • What are the conditions? • What are the types of flooding situations? • Your area or other areas…..
  • 8. What Are the Defining Characteristics of a Flood? • Timing – rise time, recession, duration. • Flows – peak flows, magnitude (statistical). • Precipitation – intensity, duration, frequency….
  • 9. What Controls the Timing, Flow, and Precipitation? • The hydrology – short term and long term. • The meteorology – short term (weather/storm type) and long term (climate).
  • 10. Short Term Weather (storm type) & “current hydrologic conditions”
  • 11. Watershed Characteristics • Area • Slope • Land Use • Soils • Geology • Climate • Geomorphology
  • 12. Some of the “Right” Combinations…. • Precipitation –vs.- infiltration – Precipitation intensity > infiltration rate – Precipitation total > infiltration capacity – “Storage” in the system is full – Human induced high water or flows – Natural alterations to the watershed
  • 13. Our Focus - Forecasting • Must be both short & long term.. • The combination(s) of precipitation and hydrologic conditions that lead create a potential flooding situation… • “basin hydrology” – basin hydrology looks at the hydrologic budget in both the short and long term.
  • 14. How much water is there? Distribution of Earth's Waters and Residence Times.... Location of Storage Total Water (acre-feet) Percent of Total Percent of Fresh Residence Time (years) Total water on earth 1.033 x 1015 100.0 Oceans 1.0 x 1015 96.8 Total Fresh Water 3.314 x 1013 3.2 100.0 6977 Ice and Glaciers 2.475 x 1013 75.4 5210 Groundwater Deep 4.62 x 1012 14.0 973 Groundwater Shallow 3.63 x 1012 11.0 764 Lakes 9.9 x 1010 0.3 21 Biosphere 8.1 x 1010 0.24 17.1 Soil Moisture 1.98 x 1010 0.06 4.17 Atmosphere 1.155 x 1010 0.035 2.43 Rivers 9.9 x 1010 0.003 2.1
  • 15. Units & Properties of Water Property Symbol Value Comments Density (mass/volume)  ~1.94 slugs/ft3 ~ 1.0 g/cm3 Slug = lb*s2/ft Specific Weight (weight/volume)  62.4 Lbs/ft3 9.81 kN/m3 g Specific Volume   Specific Gravity s.g. 1.0 for water @ 32.9o F s.g.fluid = gfluid/gwater Vapor Pressure ~0.4 psi Vapor pressure of the fluid - not the atmosphere
  • 16. Some Common Unit Conversions Area • 1 acre = 43,560 ft2 • 1 mi2 = 640 acres • 1 hectare = 100m x 100m = 2.471 acres = 10,000 m2 • 1 km2 = 0.386 mi2
  • 17. Volume • 1 acre-foot = 1 ac-ft = 1 acre of water x 1 foot deep = 43,560 x 1 = 43,560 ft3 • 1 ac-inch = 1 acre x 1 inch deep = 43,560 x 1/12 = 3,630 ft3 • 1 ft3 = 7.48 gallons • 1 gallon H2O ~ 8.34 lbs.
  • 18. Runoff Volume • 1-inch of runoff over 1 square mile : • 1/12 feet x 1 mi2 x 640 acres/mi2 x 43,560 ft2/mi2 = 2,323,200 ft3
  • 19. Discharge • 1 cfs = 1 cubic foot per second • 1 cfs x 7.48 gal/ft3 x 3600 sec/hr x 24 hrs/day = 646,272 gpd = 0.646 MGD • 1 cfs x 3600 sec/hr x 24 hrs/day = 86,400 cfs/day • 86,400 cfs/day x 1 ac-ft/43,560 ft3 = 1.983 ac-ft/day (~ 2 ac-ft/day) • 1.983 ac-ft/day x 12 inches/ft x 1 day/24 hrs = 0.992 ac-in/hr • 1 ac-in/hr x 43,560 ft3/ac-ft x 1 hr/3600 sec x 1 ft/12 inches = 1.008 cfs
  • 20. Power • Hp = HQ/550 • 1 hp = 550 ft*lb/sec = 0.7547 kilowatts weight of water H = head or elevation difference Q = flow Hydropower wants a lot of flow and a full reservoir…..