HIDROLOGI Kuliah IV (STREAMFLOW MEASUREMENT)

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4. STREAMFLOW MEASUREMENT (PART OF HYDROMETRY) Hydrometry: Ilmu tentang pengukuran air (hujan,

Transcript of HIDROLOGI Kuliah IV (STREAMFLOW MEASUREMENT)

Page 1: HIDROLOGI Kuliah IV (STREAMFLOW MEASUREMENT)

4. STREAMFLOW MEASUREMENT(PART OF HYDROMETRY)

Hydrometry: Ilmu tentang pengukuran air (hujan, evaporasi, debit sungai, air tanah, angkutan

sedimen, kualitas air).

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Pengukuran Debit Sungai → bagian pengukuran air yang paling

akurat. Kegiatan pengukuran dan pengolahan data

debit sungai

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DIAGRAM HIDROMETRI (Soewarno, 1991, HIDROLOGI)

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Katagori pengukuran:1. Langsung: Cara Luas-Kecepatan, Teknik Dilutasi,

Elektromagnetik, Ultrasonik. 2. Tidak Lansung: Struktur Bangunan Air, Cara Luas-

Kemiringan.

Persamaan Dasar:

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Q = A.VPengukuran yang dilakukan: tampang

sungai (A), kecepatan aliran (V) → A dan V fungsi dari tinggi muka air (h).

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Pengukuran Tinggi Muka Air1. Biasa: papan-duga, kabel, langsung, 2. Otomatis: AWLR (automatic water level

recorder).

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Pengukuran Kecepatan 1. Pelampung, 2. Velocity Head Rod, 3. Trupp’s Ripple Method, 4. Current meter.

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Sumber: Soewarno, 1991

Papan Duga

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A typical water-stage recorder installation (US Geological Services)Sumber: Linsley et al, 1988

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Current MeterJenis: 1. Tipe Canting/mangkuk (impuls) → vertical axis, 2. Tipe Baling-baling (reaksi) → horizontal axis.

Rumus:

V = a.N

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s

+ bNs

= jumlah putaran persatuan waktu (RPS), a, b = konstanta kalibrasi alat,

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Tipe Canting

Tipe Baling-balingSumber: Soewarno, 1991

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Perhitungan DEBITDibagi per-pias:▪ Lebar pias antara 1/15 sd 1/20 lebar sungai,

▪ Debit per pias diperkirakan ≤ 1/10 Q,

▪ V rerata yang berdekatan selisihnya < 20%.

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Rumus:Q

=

ƒ n-

1

Q i i

=

1

Q i

= A i .V i ; A i

= ŵ i .y i ; ŵ i

= [w i

+ wi+1

]/2

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Pengukukuran tinggi air dan kecepatan per piasSumber: Chow et al, 1988