GIS for Golf Course Maintenance Management: Building an Information System for Mission Viejo Country Club

2004 ◽  
Author(s):  
Daniel Thornes
Keyword(s):  
Information System ◽  
Maintenance Management ◽  
Golf Course ◽  
Country Club

scholarly journals Control of Annual Bluegrass Weevil With Entomophagous Nematodes, 1994:

1996 ◽  
Vol 21 (1) ◽  
pp. 343-344
Author(s):  
Stanley R. Swier
Keyword(s):  
Organic Matter ◽  
Soil Moisture ◽  
Soil Organic Matter ◽  
Clay Soil ◽  
Golf Course ◽  
Efficacy Trial ◽  
Annual Bluegrass ◽  
Plot Size ◽  
Country Club ◽  
Large Plot

Abstract A large plot efficacy trial was conducted at Rutland Country Club, Rutland, VT on a golf course fairway. Plot size was 14 X 75 ft., arrayed in an RCB design, replicated 4 times. Treatments were applied 8 June at 0800 with an FMC hydraulic sprayer using 8004 nozzles delivering 3.6 gal. water/1000 ft2. Within 30 minutes of application, 0.2 inch irrigation water was applied to the plots. Plots were 60% annual bluegrass and 40% bentgrass. Larvae were predominantly third instar. Plots were rated at 7 and 14 DAT. Five cup cutter plugs were then taken per plot and analyzed in the lab. The number of live larvae were recorded. Conditions at the time of treatment were: air temperature 64.4°F; wind, 2 MPH; sky, clear; soil temperature, 1 inch –66°F; thatch depth, 0.25 inch soil pH, 5.2; slope, 3%; soil texture, loam: 48% sand, 42% silt, 10% clay; soil organic matter, 7.5%; soil moisture, 21.3%; post-treatment precipitation, 0.2 inch every other day.

scholarly journals Control of Japanese Beetle Larvae with Insecticide Mixtures, 1997

1998 ◽  
Vol 23 (1) ◽  
pp. 334-334
Author(s):  
Philip L. Nixon ◽  
W. Dorner ◽  
Susan T. Ratcliffe ◽  
S. Goodwin
Keyword(s):  
Relative Humidity ◽  
Soil Ph ◽  
Irrigation System ◽  
Kentucky Bluegrass ◽  
Golf Course ◽  
Japanese Beetle ◽  
Single Row ◽  
Time Of Application ◽  
Country Club ◽  
Insecticide Mixtures

Abstract The study was conducted in the short rough alongside a golf course fairway at Urbana Country Club, Urbana, IL. The fairway, short, and long rough consisted of Kentucky bluegrass. A RCB design was used because an outlet for the fairway’s irrigation system was directly opposite block 1, resulting in successively lower levels of irrigation and JB infestation from block 1 through 3. Plots were 5 X 10 ft and were arranged in a single row. Insecticide applications were applied in 3 replications on 16 Sep. Liquid applications were applied with a watering can, and the granular application (Dylox) was shaken from a measuring spoon. Insecticides were watered into the soil within 30 min after all applications were completed with approximately H inch irrigation. At the time of application, it was partly cloudy, 80°F, 50% relative humidity, and with winds < 10 mph. Soil pH was 6.1 with no thatch and was moist at application and 21 DAT. Grub sampling was conducted with a 6-inch diam sod sampler taking five scattered samples in each plot. All the JB grubs were counted in each ⅕ ft2 sample and the numbers were added together in each plot to obtain a ft2 measure. An ANOVA was conducted on the data and means separated by LSD test at P = 0.05.

scholarly journals Population Dynamics of the Sting Nematode in California Turfgrass

Plant Disease ◽  
2000 ◽  
Vol 84 (10) ◽  
pp. 1081-1084 ◽  
Author(s):  
Sadia Bekal ◽  
J. Ole Becker
Keyword(s):  
Population Dynamics ◽  
Population Density ◽  
Golf Course ◽  
Golf Courses ◽  
Population Densities ◽  
Sampling Area ◽  
Coachella Valley ◽  
Belonolaimus Longicaudatus ◽  
Country Club ◽  
Desert Island

Population densities of Belonolaimus longicaudatus were monitored at monthly intervals at the Tamarisk country club golf course (1993 to 1994) and at the Annenburg Estates and Desert Island golf courses (1998). All three courses are located at Rancho Mirage, Coachella Valley, CA. The bermuda grass in the sampling area typically exhibited chlorosis at the beginning of April when the sting nematode populations began to increase. At the Tamarisk golf course, population density peaked in October, with 1,000 nematodes per 100 cm3 of soil, but declined rapidly, with the lowest population density occurring in December with approximately 50 nematodes per 100 cm3 of soil. At the Annenburg Estates and Desert Island golf courses, the nematode population densities peaked in June and July but declined rapidly to less than half of that density, presumably because of B. longicaudatus-caused host decline. Soil temperature and fluctuation of nematode densities were significantly correlated at all locations. Nematode distribution was greatest in the top 15 cm of soil except during the hottest summer months, when the population was higher at depths of 15 to 30 cm.

scholarly journals Three-Dimensional Visualization Algorithm Simulation of Construction Management Based on GIS and VR Technology

Complexity ◽  
2021 ◽  
Vol 2021 ◽  
pp. 1-13
Author(s):  
Shuhong Xu
Keyword(s):  
Information System ◽  
Geographic Information System ◽  
Simulation Model ◽  
Line Drawing ◽  
Three Dimensional ◽  
Texture Mapping ◽  
Geographic Information ◽  
Maintenance Management ◽  
Operation And Maintenance ◽  
Wide Range

With the development and application of information technology, the digitization of information management and the virtualization of physical models have become very important technical application fields in the world. The establishment of the 3D landscape model and the realization of the 3D geographic information system (GIS) are based on this, and there is not only a wide range of development prospects in many aspects such as urban planning and management, planning and design, local government construction, housing industry development, land monitoring and management, and environmental monitoring and evaluation. There are not only research studies and formulations but also a practical significance in other analysis, evaluation, decision making, and other departments. In recent years, the research of 3D city modeling has been developed rapidly, and most of the existing 2D-GIS can be transformed into 3D visual landscape. Based on the three-dimensional geographic information system and desktop drawing software AutoCAD, this paper takes the two-dimensional line drawing (DLG) of a residential district as the base map, expounds the design process of the three-dimensional simulation model of the urban community from the aspects of map preprocessing, building simulation model construction, texture mapping, and virtual visualization, and discusses the problems encountered in it. The main contributions of this paper are that this technology puts forward a new solution for the integrated corridor operation and maintenance management, greatly improves the intelligent management level of the integrated corridor operation and maintenance work, and simplifies the complex integrated corridor operation and maintenance management. It is helpful to improve the work efficiency of operation and maintenance, reduce the dependence of personnel, and respond to the long-term construction needs of the smart city at the same time.

Development of Bridges Maintenance Management System based on Geographic Information System Techniques (Case study: Al-Muthanna \ Iraq)

2020 ◽  
Vol 26 (9) ◽  
pp. 137-154
Author(s):  
Saif Abdul ameer Aattan ◽  
Maythm Al-Bakri
Keyword(s):  
Information System ◽  
Geographic Information System ◽  
Spatial Data ◽  
Management System ◽  
Satellite Image ◽  
Geographic Information ◽  
Database Management System ◽  
Maintenance Management ◽  
Attribute Data ◽  
Colour Image

A Geographic Information System (GIS) is a computerized database management system for accumulating, storage, retrieval, analysis, and display spatial data. In general, GIS contains two broad categories of information, geo-referenced spatial data and attribute data. Geo-referenced spatial data define objects that have an orientation and relationship in two or three-dimensional space, while attribute data is qualitative data that can be counted for recording and analysis. The main aim of this research is to reveal the role of GIS technology in the enhancement of bridge maintenance management system components such as the output results, and make it more interpretable through dynamic colour coding and more sophisticated visualization techniques than the conventional tabular data format. To achieve the main objective of this research, two study areas have been chosen: the old constructionbridge (Al-Qadisiyah bridge) and the newly constructed bridge (Barboty bridge). Both of them are in Al-Muthanna city \ Iraq. The data collection process was achieved in two stages: the first stage is providing a georeferenced satellite image for each study area for the purpose of producing a two-dimensional map. The second stage includes the field surveying process by total station and level instruments. GIS have been used to create a comprehensive database (Geodatabase) for both study areas. Geostatistical analysis was carried out in which the settlement areas of both study areas were defined by producing a colour image. The statistical tables for these analyses showed that the highest decline in the elevation reached at Al-Qadisiyah bridge to 19 mm in the middle of the bridge which is coloured as a red areas. On the other hand, it was found that the highest decline in the elevation of the Barboty bridge is 16 mm in the last part of steel space which is also coloured as a red areas.

Sign in / Sign up

Export Citation Format

Share Document