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Three factors that determine how much water flows in a watershed?
climate - amount of precipitation and seasonal variation impacts watershed volume
land cover - affects runoff/land absorption
topography - affects runoff and infiltration
What is the difference between “watershed” and “USGS Hydrologic units?”
a watershed is a physical topographic feature of land that drains water to a point
USGS Hydrologic Units is an administrative classification system that is based on watershed features and uses numbered units to break down regions
all Hydrologic units represent watersheds, but not all watersheds are classified as a USGS Hydrologic Unit.
“Hydrodynamic entry length" definition; what physical change marks its completion?
The distance from the inlet of a pipe or duct to the location where the flow becomes fully developed; the merging of the wall boundary layers at the pipes center
What is the phenomenon generated by the sudden closure of a valve?
water hammer/hydraulic shock
How do viscous and inertial forces determine whether a fluid flows in a laminar flow?
Viscous forces - creates internal friction within a fluid, resisting motion and opposing changes in the fluid's flow behavior; helps maintain the fluid’s structure and limit its tendency to move freely.
Inertial forces - drives the movement of the fluid and encourages mixing and instability.
What natural processes would affect pipe roughness?
Corrosion
Chemical Reactions
Surface treatments and protective coatings
Welding or extrusion
What effect would rougher pipe materials (concrete, clay, etc.) have on the velocity profile?
Increases turbulence which influences the velocity profile and pressure distribution within the pipe
List and describe the process commonly referred to as rainfall abstractions
Process that delays the rainfall becoming surface runoff
interception, evaporation, transpiration, depression, detention, and infiltration
What key assumptions of the Rational Method (Q = CiA) restrict its applicability
The drainage area is no larger than 200 acres and does not account for storage in the drainage area
The peak flow occurs when runoff is resulting from the entire watershed, the rainfall intensity is uniform at the critical time, and the peak flow recurrence interval is equal to the rainfall intercity recurrence interval.
What are the two primary mechanisms that generate overland flow?
Infiltration-excess overland flow/Hortonian flow (occurs when rain falls faster than the soil can absorb it)
Saturation-excess overland flow (occurs when the soil is already completely filled with water)
Explain the concept of water budget
List and describe each variable included in the water budget.
A water budget is a way to account for how water moves into, out of, and is stored in a system like a watershed, lake, or groundwater basin.
Precipitation (P) - main input of the water into the system (infiltrate into the soil, run off the surface, evaporate, or be stored)
Evapotranspiration (ET) - loss of water to the atmosphere and includes evaporation and transpiration (water released from during photosynthesis)
Runoff (Q) - water that flows over the land surface and eventually enters the streams and rivers
Change in storage (S) - represents the increase or decrease in water stored in the system.
Explain the difference between steady and unsteady open-channel flow, and uniform and nonuniform (varied) flow.
steady flow - flow parameters like velocity, depth, and discharge do not change with time at a given point
Unsteady flow - flow parameters change with time at a given point
Uniform flow - flow parameters like depth, velocity, and slope remain constant along the length of the channel
Non uniform flow - flow parameters change along the channel and can be due to changes in the channel geometry, slope, roughness, or external inflows and outflows
Define hydraulically “smooth” and “rough” flows
Smooth - movement of water near the channel surface is controlled mostly by viscosity
Rough - bumps and roughness of the channel surface have a bigger effect on the flow
How is the specific energy “E” defined?
The energy per unit weight of water measured with respect to the channel bottom
What is the energy grade line (EGL), and why is it useful in hydraulic analysis?
A graphical representation that shows the total energy per unit weight of a fluid particle as it moves along a streamline in a fluid flow system
Combines the effects of both potential and kinetic energy, which is used for analyzing the energy distribution in open channel flow
When is a hydraulic jump generated in an open channel?
When fast, shallow water suddenly changes into slower and deeper water
two limitations of the HEC-RAS model.
inability to perform water quality modeling in a 2D flow area
inability to provide a hydrologic model
Flood management tools that use HEC-RAS results are…
Floodplain zoning
Flood mitigation measures
Hydraulic modeling
FIRM 2D modeling
What types of flow analysis can be performed using HEC-RAS?
one dimensional steady flow
one/two dimensional unsteady flow
Quasi unsteady or fully unsteady flow movable boundary sediment transport computations
What is the role of Manning’s roughness coefficient in HEC-RAS modeling?
influences the flow resistance, velocity, flow depth, and flood extent in the models; accounts for energy friction losses.
Define and establish the difference between a dam, a weir, and a barrage
weir: a fixed barrier used to raise the water level on the upstream side and regulate flow.
barrage: a complex system that uses gates to regulate the height of the water in larger bodies of water.
dam: an immovable barrier designed to store water creating a basin.
What is a compound weir?
a complex hydraulic system that combines 2 or more weir types to measure and control water more effectively
Three common structural flood control measures are…
Dams: holds water back in a reservoir
Levees: contains the flow of water in a defined channel, and prevents floodwaters from spreading outside this channel
Flood Gates: moveable barriers that can open or close; controls the flow of water through channels of water
Two limitations of HEC-HMS
simplified model formation that allows for the system to run simulations quickly
simplified flow representation
main components of HEC-HMS
Basin Model
Meteorologic Model
Control Specifications
hydrologic studies HEC-HMS suitable for
flood hydrology to model both riverine and urban flooding
water availability studies
stormwater runoff from rainfall events
simulate reservoir inflows
analyzing sediment transport and debris flow
difference between "event" and "continuous" models in HEC-HMS
event: focuses on a single storm, showing how runoff responds during that event including peak flow and timing, without accounting for changes between storms
continuous: simulates multiple storms over a longer period and tracks changes in soil moisture, groundwater, and baseflow
Would an urban or rural environment have more runoff?
Urban environment
A steep terrain would have a(n) _______ runoff, and a flat terrain would have a(n) _______ infiltration time.
Accelerated
Greater