We found a match
Your institution may have access to this item. Find your institution then sign in to continue.
- Title
HYDRAULIC CALCULATION OFF IRRIGATION CHANNEL CLOSURE (ADDUCTION I) IN IRRIGATION SYSTEM "FANTANELE-SAG" ON THE OVERLAPPING PORTION WITH INVESTMENTS "BUTTERFLY PARK & GOLF".
- Authors
BEILICCI, Erika; BEILICCI, Robert
- Abstract
Golf and recreation base "Butterfly Park Golf course" is partially & overlaid with irrigation system "Fântânele-Sag," situated in Arad County, Romania, in the Mures plain, South of the Mures River, and is administered ANIF - territorial branch West. Realization of investment requires intubation irrigation channel "Adduction I" (the main channel), which overlaps with the investment location. This requires a hydraulic calculation to ensure complex irrigation system operation "Fântânele - Sag". In less than three years, the village of Fântânele will become a magnet for lovers of golf in Europe. The "Bellavista Golf Villas & Resort LLC" presents an impressive investment project which includes a golf course with 18 holes, a five-star hotel, a clubhouse and a residential complex of 50 villas with swimming pool. The future of golf course will cover 56 acres of recreation will respectively occupy 72 hectares and will have the shape of a butterfly. The future of golf will cover 56 hectares, but complex agreement "Butterfly Park" will occupy 73 hectares and will have a butterfly. The main feature of the project is respect for green space, not less than 350,000 square meters will be allocated to private green spaces and 150,000 square meters of public green spaces. Project golf course aims to achieve two ambitious goals, building a modern field, using cutting edge materials and technologies and respecting the environment. The complex will also landscaped parks with fitness, markets, postal services, a pharmacy, a home, a primary school, church, basketball, tennis and football. Based on these theoretical foundations analytical calculations were performed for different variants of the proposed pipeline and the existing channel Ad I. Large roughness of corrugated steel pipes under study, which are higher than the roughness of existing channel, leading to low water transport capacities for long lines or large sections of the pipeline. These pipes are well suited for culverts or undercrossing on short lengths. The study results need to pipe roughness uses small (smaller than existing channel) presented version including polyethylene pipes. There are other similar types of polyethylene pipe roughness such as prestressed concrete pipes (PREMO), tubes of fiberglass reinforced polyester (PASFIN) or ductile iron pipe.
- Subjects
GOLF course irrigation; GOLF course maintenance; GROUNDS maintenance; TURF management; POLYESTERS; GLASS fibers
- Publication
Research Journal of Agricultural Science, 2013, Vol 45, Issue 2, p26
- ISSN
2066-1843
- Publication type
Article