[vc_row full_width=”stretch_row” parallax=”content-moving-fade” parallax_image=”530″ wrap_container=”yes” no_padding=”yes” css=”.vc_custom_1697736680061{padding-top: 220px !important;padding-bottom: 40px !important;background-position: center;background-repeat: no-repeat;background-size:cover;}”][vc_column][vc_custom_heading text=”HPP San Miguel 48 MW – Chile” use_theme_fonts=”yes” el_class=”title-banner”][/vc_column][/vc_row][vc_row wrap_container=”yes” css=”.vc_custom_1697736696130{padding-top: 60px !important;padding-bottom: 50px !important;}”][vc_column width=”5/12″][vc_single_image image=”1793″ img_size=”full”][/vc_column][vc_column width=”7/12″][vc_custom_heading text=”Client” font_container=”tag:h3|text_align:left” use_theme_fonts=”yes”][vc_column_text]Duke Energy International
Webseite: https://www.duke-energy.com/[/vc_column_text][vc_custom_heading text=”Location” font_container=”tag:h3|text_align:left” use_theme_fonts=”yes”][vc_column_text]Chile[/vc_column_text][vc_custom_heading text=”Time Frame” font_container=”tag:h3|text_align:left” use_theme_fonts=”yes”][vc_column_text]2015 – 2016[/vc_column_text][/vc_column][/vc_row][vc_row wrap_container=”yes”][vc_column width=”1/2″][vc_raw_html el_class=”title-section”]JTNDaDMlM0UlM0NzcGFuJTNFU2VydmljZXMlM0MlMkZzcGFuJTNFJTNDJTJGaDMlM0U=[/vc_raw_html][vc_single_image image=”396″][vc_column_text]Machbarkeitsstudie und Ausschreibungsunterlagen:
- Design-Kriterien.
- Hydrologie- und Sedimentationsstudien.
- Geologie, Geotechnik und Topographie.
- Elektrische Marktstudien.
- Optimierungsstudie des Wasserkraftsystems unter Verwendung der probabilistischen Monte-Carlo-Methode.
- Baukostenanalyse und Zeitplan.
- Überprüfung der Baumethoden und -prozesse.
- Hydraulischer Berechnungsbericht.
[/vc_column_text][/vc_column][vc_column width=”1/2″][vc_raw_html el_class=”title-section”]JTNDaDMlM0UlM0NzcGFuJTNFVGVjaG5pY2FsJTIwRGV0YWlscyUzQyUyRnNwYW4lM0UlM0MlMkZoMyUzRQ==[/vc_raw_html][vc_single_image image=”396″][vc_column_text]
- Vorhandene Kapazität: 48,22 MW
- Pflanzenart: PUre Laufwasserkraftwerk
- Kopf: 149,5 m
- Turbinentyp: Francis
- Untertagebau – Tunnellänge: 0,6 km
- Kraftpaket: CAven / Open Air
- Druckrohre: L-Typ, 11,3 km
[/vc_column_text][/vc_column][/vc_row]
