Study Guide Ch. 5 Opportunities and Constraints Flashcards
Watershed
Land area that contributes surface water to given location and is defined by surface topography
Composed of subwatersheds (typically ranging in size from a few to several square miles)
Watershed boundaries
Occur along ridges and water flows from these high points into valleys and other low points (such as rivers), with ridges dividing watersheds or areas within a watershed. This process defines the watershed boundary
Subwatersheds
Composed of a group of catchment areas (usually measured in acres)
Typically ranging in size from a few to several square miles
Time of Concentration
Amount of time needed for water to flow from the most remote point in a watershed to the watershed outlet (or a given point inside a watershed)
Note that the most remote point in the watershed is not necessarily determined by distance, since overland and channel flow time is dependent on slope, surface, and channel characteristics
Evapotranspiration
Evaporation occurs on land and water surfaces
Transpiration from plants also returns water to the atmosphere
May recycle as much as 50 percent of precipitation back to the atmosphere and the rate of evapotranspiration depends upon numerous factors, most notably climate
(i.e., evapotranspiration occurs at a much higher rate in dry, hot conditions than it would in a cold humid climate)
Surface runoff
Precipitation that runs off the land’s surface and flows downhill.
Precipitation, soil type, slope, and vegetation all influence the amount of surface runoff.
Example: areas with low-permeability soils, steep slopes, and large areas of impermeable paving will have more surface runoff than areas with highly permeable soils, gentle slopes, and little paving
Note that runoff will flow from the site’s high point to the site low point following the prevailing site topography
Water always flows perpendicular to the direction of the contour line
Recharge
Water that infiltrates the lands’ surface and percolates downward to the underlying water table, the upper surface of groundwater
Areas with high-permeability soils, minimal slope, and sparse vegetation have the highest recharge rates.
Groundwater
Subsurface water flow that discharges to streams, lakes, wetlands, or the ocean.
Under normal conditions, this discharge is called “base flow”
Riparian Corridor
A riparian zone or riparian area is the interface between land and a river or stream, and the riparian corridor is the area that encompasses a river or stream and the land adjacent to it, with some sources defining the outer extent of the corridor as the area within the streams mean flow during the raining season or during normal precipitation events.
Note that erosion in riparian systems occurs on the outside bank of the river, whereas the sediment deposition occurs on the inside bank of the river.
Water Table Depth
Varies between sites and surface water features (e.g., lakes) form in those situations where the water table is higher than the land below it.
High water tables constrain development in several ways:
- prevent adequate site drainage, including groundwater recharge
- preclude the use of septic systems (in areas not connected to a sewer system)
- complicate subsurface excavation
- require waterproofing for building foundations and subsurface structures (e.g., basements)
Floodplains
The area of land adjoining a body of water that has been or may be covered by floodwater. Flooding occurs within the floodplain.
Areas that accommodate floodwaters in excess of channel capacity by storing floodwater, thereby reducing peak flows downstream.
Are a “pressure-relief valve” for the channel by regulating the increase in stream energy in the channel
Floodplains, and flood risk, are delineated
By the frequency with which they are likely to flood
100-year floodplain: an area of land that has a 1% chance to flood in any given year.
The extents of floodplains can be determined by looking at four key variables:
- topography
- soils
- vegetation types
- extent of past flood flows
Flood Insurance Rate Maps
Produced by FEMA
document floodplains and special hazard areas throughout the US
Upstream development impacts floodplains how
Reduces the amount of previous surface that can absorb precipitation, more water is forced downstream during weather events, and a x-year flood can become a x-year flood with correspondingly higher chances
50-year 2%
25-year 4%
Floodplains are composed of three areas
- channel
- floodway
- flood fringe
Channel
The portion of the floodplain where a stream/river flows under normal conditions
Floodway
Portion of the floodplain that is used to convey floodwaters during a 100-year flood
Flood fringe
The portion of the floodplain outside of the floodway that does not convey floodwaters and usually contains slow-moving or standing water
Base Flood Elevation (BFE)
Whole-foot elevations of the 100-year floodplain that have been studied in detail at selected intervals.
In areas where building has occurred within the 100-year floodplain, BFE calculations are often used to determine the height to which living spaces must be constructed to be safe from a 100-year flood.
Freeboard
And portion of the flow in excess of the base flood elevation (measured in feet)
Building within 100-year floodplain according to LARE
Buildings should not be placed inside the boundaries of the floodplain
You should choose uses that do not require erecting any structures on site (e.g., golf courses, recreational uses, gardens)
Flood hazards are exacerbated by the presence of
“Hard” engineering structures such as levees and riprap
They simply redirect flood energy further downstream and often result in increased stream bank erosion
Flood hazards are best mitigated by:
- expanding opportunities for stormwater infiltration
- minimizing the uses of impervious surfaces
- decreasing the volume of runoff during storm events
- through restricting development to areas outside of floodplains
- replacing “hard” engineering structures with “green” infrastructure (e.g., live plant/willow cuttings) that slows water velocities along the channel
Soils well-suited for stormwater infiltration
Highly permeable soils
Containing large ratios of sand and/or larger material such as gravel
Soils poorly suited for infiltration
Clay soils known for their low permeability
Used to elucidate specific characteristics on a site
Vía a soils test
Existing uses (e.g., industrial contamination)
Vegetation (e.g., presence of acid-loving plants)
Hydrology (e.g., erosion patterns, ponding/slow drainage)
Siting rural developments and soil percolation
Sites with a slow rate of percolation cannot accommodate septic systems, and these areas often preclude the development of housing or other uses that might require a septic system (where a municipal sewer system is not present)
Permeability
Rate at which water moves through soil
Infiltration rate
The rate of speed at which water flows into soil through small pores
Percolation
The downward movement of water in a soil
Expansive Soils
Soils that swell when exposed to large amounts of water and shrink when the water evaporates
Typically contain large ratios of clay
Best method is to find alternative construction site
Ground heave
Upward movement of the ground usually associated with the expansion of clay soils that swell when wet
As the soil generally cannot expand downwards or sideways, the result is that the exposed upper surface of the soil rises up (and is therefore the opposite of subsidence)
Liquefaction
Takes place when loosely packed, water-logged sediments at or near the ground surface lose their strength in response to strong ground shaking (e.g., earthquakes)
Makes solid soils behave like liquids
The greater the soil density, the lower the liquefaction risk, therefore dense, clay soils tend to have a much lower risk of liquefaction
Differential Subsidence
Subsidence occurs when the soil beneath a building is unstable and sinks downward
Differential occurs when two points settle at different rates
Several causes but within LARE be aware that placing a single structure across two separate soil profiles could cause differential subsidence to occur
Settlement
Downward movement of the ground caused by the weight of a structure
Landslides
Caused by a number of factors including heavy rainfall, unstable soils, extreme topography, loss of vegetation and construction activity
Regulations typically prevent construction on sites that are vulnerable to landslides, and geotechnical engineers are often employed during the design process to determine landslide risk on a site, as well as any necessary mitigation measures (e.g., catch walls, diversion ditches)
Note that roads and major circulation pathways should never be placed in areas prone to landslides and areas with highly erosive soils
Damage by earthquakes is exacerbated by
- building height (i.e., taller buildings are more susceptible to earthquake damage)
- hillsides, ridges and steep topography
- proximity to major fault lines
- placing structures parallel to the anticipated direction of seismic waves
Most important factor in determining a site design
Site topography
Affected by the topographical features on a site
- building location
- road alignments
- pedestrian circulation and safety
- stormwater management
Site planning and design should follow or otherwise relate to existing landforms to
Respect context
Grading causes significant site disturbance and is costly
Site elevations impact:
Drainage patterns
Visibility
Elevation both on a site and in the surrounding landscape determines
Size and spatial configuration of local viewsheds