High Tunnel Green House

This project is to create a greenhouse that can withstand strong winded areas in the northwest. This project specifically targets Buhl, located near Twin Falls Idaho.

Stand Your Ground
Stand your ground is the design team in charge of the project

Problem Statement
Given the high wind speeds and average snow loads in the Buhl, Idaho area, the University of Idaho extension's high tunnel green houses have been failing. Our project is to design the ideal high tunnel green house to survive the area's environmental conditions.

Design Goals and Specifications

 * Withstand high wind speeds
 * Withstand heavy snow loads
 * Long lifetime
 * Door to fit a small skid-steer loader
 * Roll up sides for passive air ventilation
 * Must fit within a 24 x 40 area

Deliverables

 * Design analysis
 * Cost analysis
 * Prototype
 * Final Design
 * Possible final model

Current Phase
The current design phase right now is in the process of narrowing down the green house designs to a few to beginning math models to eventually start generating cost estimates of various materials and to include client specified functions.

Location Wind Speeds

 * Latitude: 42.3900
 * Longitude: -114.4439


 * ASCE 7-10 Wind Speeds
 * (3-sec peak gust MPH*):


 * Risk Category I: 105
 * Risk Category II: 115
 * Risk Category III-IV: 120
 * MRI** 10 Year: 76
 * MRI** 25 Year: 84
 * MRI** 50 Year: 90
 * MRI** 100 Year: 96


 * ASCE 7-05: 90
 * ASCE 7-93: 70

Wind speed information is Provided by the Applied Technology Council.

The green house is a risk category I building so all values of velocity will be using the 105 (mph) value.

ASCE 7-10 Velocity Pressure

 * qz10= 00256.0V*Kz*Kzt*Kd*V^2
 * where:
 * qz10 = ASCE 7-10 velocity pressure evaluated at mean roof height (psf)
 * Kz = velocity pressure exposure coefficient
 * Kzt = topographic factor
 * Kd = wind directionality factor
 * V = basic wind speed (mph) from ASCE 7-10 maps referred to as ultimate wind speed maps in 2012 IBC.

Assuming all correction factors K=1 for exposure C and a mean roof height that will be < 30ft and head on wind:
 * qz10=28.224 (psf). This would be assuming a worst case scenario for the green house.

ASCE 7-10 data is provided by the American Wood Council

Velocity Pressure using tables
Using the ASCE 7-10 Table 27.6-1 for exposure C and assuming the maximum height of around 20ft, the wind pressure is read to be between 23-27 (psf). This value will be slightly higher then expected values as the table ends at 110 (mph) instead of the wind velocity provided by the Applied Technology Council of 105 (mph).

Snow Loads
Using the interactive snow load map provided by the University of Idaho, the worst case snow load can be assumed to be about 20 (psf).