=1){$kfaktor="1";} else {$kfaktor=$bbg;} $faktork = number_format($kfaktor,2); $sal1 = mysql_fetch_array(mysql_query("SELECT id,q_diberikan FROM `alokasi` WHERE di='BGS' AND id='1' ORDER BY id DESC")); $sal2 = mysql_fetch_array(mysql_query("SELECT id,q_diberikan FROM `alokasi` WHERE di='BGS' AND id='2' ORDER BY id DESC")); $sal3 = mysql_fetch_array(mysql_query("SELECT id,q_diberikan FROM `alokasi` WHERE di='BGS' AND id='3' ORDER BY id DESC")); ?>
gallery/full-black-hd-wallpaper-20
gallery/ad020141fc2f005dddc1f68896ad312e_124x71

APEMASI

APLIKASI PEMBAGIAN AIR IRIGASI

BALAI PSDA PROBOLO









SKEMA DISTRIBUSI AIR DAERAH IRIGASI SOROPADAN

Sungai 

Areal

:  Sungai Elo

:  508 Ha

Lokasi 

:  Pringsurat, Temanggung

Periode

01-15 Januari 2026

Debit Tersedia

Debit Diperlukan

Faktor K

ditetapkan

1.183

m3/dtk

0.703

m3/dtk

1.00

gallery/bgsa

Q: m3