| Kode Mata Kuliah | TL4102 / 2 SKS |
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| Penyelenggara | 153 - Environmental Engineering / FTSL |
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| Kategori | Lecture |
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| Bahasa Indonesia | English |
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| Nama Mata Kuliah | Pemodelan Air Tanah | Groundwater Modelling |
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| Bahan Kajian | - Pengantar: maksud dan tujuan, referansi dan aturan main.
- Pengantar pemodelan matematis: tahap-tahap pemodelan dan validasinya; keunggulan dan keterbatasn model.
- Properti/karakter aquifer: properti aquifer, zona vedose, zone jenuh; sistem aquifer dan sifat tekanan.
- Persamaan gerak air tanah untuk kondisi jenuh: persamaan Darcy untuk kondisi isotropis dan anisotropies; persamaan kontinuitas.
- Persamaan gerak air tanah (lanjutan): persamaan umum gerak air tanah kondisi jenuh; persamaan umum gerak air tanah untuk kondisi non jenuh
- Solusi analitik terbatas untuk kondisi khusus
- Pengantara solusi numerik Finite Difference: Finite Difference dalam solusi persamaan PDE (Partial Differential Equation).
- Kontaminan dalam air tanah dan tanah: jenis-jenis kontaminan dalam air tanah dan air tanah.; Interaksi kontaminan dengan tanah dan air tanah.
- Ekspresi matematis dari interaksi kontaminan-tanah: ekspresi meatematis kontaminan dengan tanah untuk kondisi instantaneous; ekspresi matematis interaksi kontamoinan dengan tanah untuk kondisi kinetis.
- Fenomena dispersi hidrodinamik: dipersi mekanis; difusi
hydrodynamic dispersion.
- Persamaan transport kontaminan: persamaan transport kontaminan untuk kondisi kontaminan konservatif; persamaan transport untuk kontaminan reaktif.
- Penggabungan Pers Transport dengan pers transport kontaminan: penggabungan pers transport dengan persamaan gerak air.
- Solusi persamaan transport: solusi analitik; solusi numerik
| - Introduction: aims and objectives, references and rules of the game.
- Introduction to mathematical modeling: modeling stages and validation; advantages and limitations of the model.
- Aquifer properties/characters: aquifer properties, vedose zone, saturated zone; aquifer systems and pressure properties.
- Groundwater equations of motion for saturated conditions: Darcy's equation for isotropic and anisotropies; continuity equation.
- Groundwater equations of motion (continued): general equations of groundwater motion in saturated conditions; general equation of groundwater motion for non-saturated conditions
- Analytical solutions are limited to special conditions
- Intermediary of Finite Difference numerical solutions: Finite Difference in the solution of PDE (Partial Differential Equation) equations.
- Contaminants in groundwater and soil: types of contaminants in groundwater and groundwater; Interaction of contaminants with soil and groundwater.
- 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.
- Hydrodynamic dispersion phenomena: mechanical dispersion; diffusion
hydrodynamic dispersion.
- Contaminant transport equation: contaminant transport equation for conservative contaminant conditions; Transport equations for reactive contaminants.
- Combining Transport Press with contaminant transport press: combining transport press with water motion equations.
- Transport equation solutions: analytical solutions; numerical solution
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| Capaian Pembelajaran Mata Kuliah (CPMK) | - Mahasiswa mampu menggunakan persamaan matematika dalam memprediksi pergerakan air dan kontaminan dalam air tanah.
| - Students are able to use mathematical equations to predict the movement of water and contaminants in groundwater.
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| Metode Pembelajaran | KBL, PBL | KBL, PBL |
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| Modalitas Pembelajaran | Luring | Offline |
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| Jenis Nilai | ABCDE |
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| Metode Penilaian | Uraian, Presentasi, Esai, Debat | Description, Presentation, Essay, Debate |
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| Catatan Tambahan | | |
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