PPT-Perencanaan Hidraulis

Pelimpah Tri Nugraha Adikesuma ST MT jarak antara pangkalpangkalnya abutment sebaiknya sama dengan lebar ratarata sungai pada bagian yang stabil

bendung mercu tinggi debit mercu bendung debit tinggi yang dan lebar energi koefisien atas dari pada dengan koefisiensi tidak

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