EXTENSIONS OF EXISTING HYDRO POWER PLANTS IN SWITZERLAND — HYDROGEOLOGICAL AND GEOTECHNICAL INVESTIGATIONS OF TWO PROJECTS NANT DE DRANCE AND LINTH-LIMMERN
سال انتشار: 1390
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 1,265
فایل این مقاله در 12 صفحه با فرمت PDF قابل دریافت می باشد
- صدور گواهی نمایه سازی
- من نویسنده این مقاله هستم
استخراج به نرم افزارهای پژوهشی:
شناسه ملی سند علمی:
NCHP03_143
تاریخ نمایه سازی: 3 فروردین 1391
چکیده مقاله:
In the framework of the extension of existing hydropower plants, Solexperts performed hydraulic and rock mechanical testing in two locations in the Swiss Alps. The projects concern the new pumped-storage hydro power stations Nant de Drance and Linth- Limmern. The results provided essential information for the design of the planned caverns and access tunnels. Investigation boreholes were drilled at both sites. Solexperts costum-made packer systems were installed to investigate the hydraulic target features after the geophysical survey of the boreholes.At the Nant de Drance site, the Solexperts double packer system was used to measure both outflow and hydraulic head below the first packer and also in the test interval. Thus, all parameters could be determined without moving the system. The results were implemented in the design of a permanently installed multi-packer system for the longterm observation of the hydraulic heads. At Linth-Limmern site, two Solexperts four-fold packer systems were used to simultaneously investigate the hydraulic parameters at different depths and to control by-passes along the boreholes. Pulse, constant-rate and constant head injection and withdrawal tests were performed which were evaluated with Solexperts software and provided reliable results to the hydraulic properties of the bedrock. In addition, dilatometer test were performed to determine the modulus of deformationand elasticity of the bedrock. Hydraulic fracturing tests served to evaluate the maximum and minimal stress directions and the tensile strength of the rock mass. Theamounts and directions of the stresses were important for the design and orientation of the underground structure with respect to dimension and type of linings of the pressure shafts
کلیدواژه ها:
نویسندگان
DANIEL NATEROP
Solexperts AG, Mettlenbachstrasse ۲۵, CH ۸۶۱۷ Mönchaltorf
مراجع و منابع این مقاله:
لیست زیر مراجع و منابع استفاده شده در این مقاله را نمایش می دهد. این مراجع به صورت کاملا ماشینی و بر اساس هوش مصنوعی استخراج شده اند و لذا ممکن است دارای اشکالاتی باشند که به مرور زمان دقت استخراج این محتوا افزایش می یابد. مراجعی که مقالات مربوط به آنها در سیویلیکا نمایه شده و پیدا شده اند، به خود مقاله لینک شده اند :