Title: The Woodlands
1BASIN and RIVER SYSTEMS
Divide
Dam at Lake Travis DEM of Trinity River
2Watershed Parameters
Divide
- Size
- Slope
- Shape
- Soil type
- Storage capacity
Reservoir
Natural stream
Urban
Concrete channel
3Parameters that Affect Response in a Watershed
Floodplain
Divide
- Rainfall intensity / duration
- Size, Slope, Shape, Storage
- Channel morphology
- Location of Developments
- Land use/land cover
- Soil type
- Percent impervious
Reservoir
Natural stream
Urban
Concrete channel
Floodplain
Q
4Urbanization Effect in a Watershed
Floodplain
Divide
Urban Effects Increase Peak Decrease timing
Confluence
Q
Channeliized stream
Natural
Urban
Concrete channel
T
5The Floodplain and Floodway
Top Width
6Watershed Hydraulics
Floodplain
Divide
D
QD
Tributary
C
Reservoir
Confluence
QC
Main Stream
B
QB
A
QA
Cross Sections
Cross Sections
7Watershed Topography
8Flood Control Methods - Structural
- Objectives
- Increase channel flow rate
- Decrease flood levels
- Means
- Earthen or concrete
- Swale clearing
- Gobi mats
- Gabions
- Rip-raps
9Non-Structural - Buyouts
- Objectives
- Manage old and new structures
- Minimize future damages
- Means
- Relocate old structures
- Condemn frequently flooded structures
- Replace storage as areas develop
10Adding Useable Storage for Flood Control
- Objectives
- Runoff storage controls
- Decrease peak flows
- Means
- Retention/detention ponds
- Natural drainage system
- Runoff catchment areas
- Reservoirs
- Dikes and levees
11The Woodlands
- The Woodlands is a 30-year-old totally planned
community north of Houston. - Designed to minimize the floodplain and water
quality impacts as development proceeds.
12USE of Storage Reservoirs
13Guidelines for Planning in an Urban Drainage Basin
- Maximize the distance of storm water travel
from the site to a collection area or stream. - Maximize the concentration time by slowing the
rate of storm water runoff. - Minimize the volume of overland flow per unit
area of developed land. - Utilize buffers such as forests and wetlands
to protect collection areas and streams from
urban impacts. - Divert storm water away from critical features
such as steep slopes, unstable soils, or valued
habitats.
14Cochrans Crossing
Alden Bridge
College Park
Bear Branch Reservoir
Research Forest
Indian Springs
River Walk
Lake Woodlands
Town Center
Grogans Mill
15The Woodlands
- The Woodlands planners wanted to design the
community to withstand a 100-year storm. - In doing this, they would attempt to minimize any
changes to the existing, undeveloped floodplain.
16The Woodlands
- The community was designed as if it were fully
developed. - Strict requirements were made about land use and
drainage and storage volumes.
17Land Use
- More than 33 was designated as open space
- There are 3.5 lots per acre in residential
areas, or about 20 impervious - Extensive use of roadside ditches
18The Woodlands
- Designed detention ponds that are both
effective and attractive. - Incorporated these ponds into the fabric of
communities and golf courses. - Ponds were used to control the volume and
quality of urban runoff into Panther Branch.
19Channel Design
- Most streams and ditches have been left in
their natural state, thus increasing their
Manning roughness coefficients and their storage
capacities. - This drainage system design minimizes the
impact of urbanization on the peak runoff
response.
20Flow and Erosion Control
- Another method of controlling the flow rate is
placing energy dissipaters in the streambeds. - These are commonly located directly near
bridges due to steeper downward slopes.
21Bridge Designs
- Only channelized under the bridges in order to
reduce erosion of the banks and the deterioration
of bridge structures. - Since this increases the flow rate, structures
are built at each end to control velocities
22Urbanization
- Urban development designed to complement
waterways. - This reflection pool also serves as storage for
runoff from local parking facilities. - The concept is to allow for full urbanization
but with a minimum environmental impact on the
watershed.
23Detention Ponds - Amenities
- Ponds constructed so that amenities such as the
golf course and other community centers could be
built up around them. - These ponds store and treat the runoff from such
facilities and also add to the aesthetics of the
overall development.
24Detention Ponds
- Community Center -
- One of the first ponds built in Texas - 1972
- Fountains added for aesthetic value and to
increase circulation of air for water quality
25Roadside Drainage
- Culverts are used to move water under streets.
- An attempt is made to blend these culverts in
with their natural surroundings.
26The Woodlands - a Major Test
- The hydrologic system at The Woodlands was
severely tested during October 17-18, 1994, when
a greater than 100-year event dropped heavy rains
over the area. - The design worked well, with only a few houses
impacted. - The same storm flooded 1000s in other
watersheds.
27Amenities
- Hike-and-bike trails
- Wildlife and habitat
- Water quality benefits
28(No Transcript)
29Conclusions
- Example of how to build an environmentally
sound community - 70,000 and will reach 150,000 population 2020
- Example of a sustainable watershed concept that
has worked - Concepts need to be studied and expanded to
other areas
30Brays Bayou - Low Flow
31Brays Bayou High Flow
32Kissimee River - The Everglades
33Bull Creek, Austin - CEVE 412
34San Antonio River
35California - Temecula
36I-45 Bridge over Clear Creek - 1979
37T.S. Allison - Houston, June 9, 2001
Rice Blvd at Entrance 16 looking west
Jeep indicating high water mark - inlet to Harris
Gully
38Southwest Freeway (US 59) Detention storage
between Mandell and Hazard
Looking West
Looking East
39Flood Warning SystemsDowntown Houston
- Emergency
- Response
- Flood Doors
- Flood Gates
- Facility Entrances
- Communications
- Operations
- Training
40Brays Bayou-Typical Urban System
- Concrete-lined urban channel (200 million)
- Built in the 1960s
- Increase flow rates
- Capacity eroded with upstream development
- Current Federal Project will completely update
the channel and add upstream storage areas - 450
million rebuild by 2012
288 Crossing