Kurikulum 2024

Kode Mata KuliahTL4102 / 2 SKS
Penyelenggara153 - Teknik Lingkungan / FTSL
KategoriKuliah
Bahasa IndonesiaEnglish
Nama Mata KuliahPemodelan Air TanahGroundwater Modelling
Bahan Kajian
  1. Pengantar: maksud dan tujuan, referansi dan aturan main.
  2. Pengantar pemodelan matematis: tahap-tahap pemodelan dan validasinya; keunggulan dan keterbatasn model.
  3. Properti/karakter aquifer: properti aquifer, zona vedose, zone jenuh; sistem aquifer dan sifat tekanan.
  4. Persamaan gerak air tanah untuk kondisi jenuh: persamaan Darcy untuk kondisi isotropis dan anisotropies; persamaan kontinuitas.
  5. Persamaan gerak air tanah (lanjutan): persamaan umum gerak air tanah kondisi jenuh; persamaan umum gerak air tanah untuk kondisi non jenuh
  6. Solusi analitik terbatas untuk kondisi khusus
  7. Pengantara solusi numerik Finite Difference: Finite Difference dalam solusi persamaan PDE (Partial Differential Equation).
  8. Kontaminan dalam air tanah dan tanah: jenis-jenis kontaminan dalam air tanah dan air tanah.; Interaksi kontaminan dengan tanah dan air tanah.
  9. Ekspresi matematis dari interaksi kontaminan-tanah: ekspresi meatematis kontaminan dengan tanah untuk kondisi instantaneous; ekspresi matematis interaksi kontamoinan dengan tanah untuk kondisi kinetis.
  10. Fenomena dispersi hidrodinamik: dipersi mekanis; difusi hydrodynamic dispersion.
  11. Persamaan transport kontaminan: persamaan transport kontaminan untuk kondisi kontaminan konservatif; persamaan transport untuk kontaminan reaktif.
  12. Penggabungan Pers Transport dengan pers transport kontaminan: penggabungan pers transport dengan persamaan gerak air.
  13. Solusi persamaan transport: solusi analitik; solusi numerik
  1. Introduction: aims and objectives, references and rules of the game.
  2. Introduction to mathematical modeling: modeling stages and validation; advantages and limitations of the model.
  3. Aquifer properties/characters: aquifer properties, vedose zone, saturated zone; aquifer systems and pressure properties.
  4. Groundwater equations of motion for saturated conditions: Darcy's equation for isotropic and anisotropies; continuity equation.
  5. Groundwater equations of motion (continued): general equations of groundwater motion in saturated conditions; general equation of groundwater motion for non-saturated conditions
  6. Analytical solutions are limited to special conditions
  7. Intermediary of Finite Difference numerical solutions: Finite Difference in the solution of PDE (Partial Differential Equation) equations.
  8. Contaminants in groundwater and soil: types of contaminants in groundwater and groundwater; Interaction of contaminants with soil and groundwater.
  9. Mathematical expressions of contaminant-soil interactions: mathematical expressions of contaminants with soil for instantaneous conditions; Mathematical expression of contaminant interaction with soil for kinetic conditions.
  10. Hydrodynamic dispersion phenomena: mechanical dispersion; diffusion hydrodynamic dispersion.
  11. Contaminant transport equation: contaminant transport equation for conservative contaminant conditions; Transport equations for reactive contaminants.
  12. Combining Transport Press with contaminant transport press: combining transport press with water motion equations.
  13. Transport equation solutions: analytical solutions; numerical solution
Capaian Pembelajaran Mata Kuliah (CPMK)
  1. Mahasiswa mampu menggunakan persamaan matematika dalam memprediksi pergerakan air dan kontaminan dalam air tanah.
  1. Students are able to use mathematical equations to predict the movement of water and contaminants in groundwater.
Metode PembelajaranKBL, PBLKBL, PBL
Modalitas PembelajaranLuringOffline
Jenis NilaiABCDE
Metode PenilaianUraian, Presentasi, Esai, DebatDescription, Presentation, Essay, Debate
Catatan Tambahan