Mini-wetlands (MW) — Constructed Wetlands at Sub-catchment Level¶
Summary¶
Small constructed wetlands built to treat drainage water from agricultural sub-catchments. Unlike the field-level WL measure, MWs are indexed by their location (mw1/2/3) within an ID15 sub-catchment (ret). They intercept and denitrify N from the collective drainage of surrounding fields.
Three size classes¶
| Class | Catchment area | N effect | Fixed cost | Land cost |
|---|---|---|---|---|
| MW1 | 20 ha | mw1eff = 94.4 kg N/yr | 27,270 DKK | CostMW_ha_N(ret) × 0.20 ha |
| MW2 | 50 ha | mw2eff = 236 kg N/yr | 36,983 DKK | CostMW_ha_N(ret) × 0.50 ha |
| MW3 | 100 ha | mw3eff = 472 kg N/yr | 53,171 DKK | CostMW_ha_N(ret) × 1.00 ha |
Note: N effects scale linearly with catchment area (94.4 × 1, 2.5, 5), suggesting a fixed loading rate assumption.
Decision variables¶
Binary. Each location is either built or not.N Reduction¶
Surface retention of the ID15 is applied (added Nov 2024). MW N reduction then adds tokr(k) via KystReductionN.
P Reduction¶
MW P effects are aggregated at ret level:
MW_red_P(ret) = Σ_sizes [area × (P_Effects_MW_Matrix(ret) + P_Effects_MW_macropore(ret)) × MW_binary]
Cost¶
MWCost_ret(ret) = Σ MW1x × (27,270 + CostMW_ha_N(ret) × 0.20)
+ Σ MW2x × (36,983 + CostMW_ha_N(ret) × 0.50)
+ Σ MW3x × (53,171 + CostMW_ha_N(ret) × 1.00)
CostMW_ha_N(ret) = area-weighted average prodcost(i) over all fields in the ret. (Gross margin added Dec 2024.)
Potential cap (VP2 linkage)¶
CatchmentMW(ret).. MW_precalc1(ret) ≤ VP2_adapt(ret)
VP2_adapt(ret) = max(MW_precalc2(ret), VP2MW_per_ret(ret))
MW_precalc2(ret) = natural potential from MiniPot files (dark green + 10% light/dark yellow)
- VP2MW_per_ret(ret) = already implemented MW area from VP2
This prevents VP3 from selecting more MW than is physically or policy-appropriate, but ensures VP2 implementations are "grandfathered in."
Tripartite Agreement¶
Data sources¶
- MW potentials:
MiniPot1_darkgreen_new_2018.inc,MiniPot2_lightgreen_new_2018.inc,MiniPot3_darkyellow_new_2018.inc - MW indexing:
setmw1.inc,setmw1ret.inc,setmw2.inc,setmw2ret.inc,setmw3.inc,setmw3ret.inc+ VP2 variants (setmw*_VP2.inc,setmw*ret_VP2.inc) - VP2 MW area per ret:
VP2MW_per_ret.inc - VP2 MW decisions: loaded from GDX file
VP2_OCT2021_Raphael_collective_measures - N + P effects, costs: hard-coded in TargetEcon 2026.gms
Catalog source¶
DCA Rapport nr. 174 (Eriksen et al., 2020): Chapter "Minivådområder med åben vandflade" (p. 301–314). Authors: Carl Christian Hoffmann, Bo Vangsø Iversen et al. This chapter covers the open water surface (åben vandflade) type of mini-wetland.
(Note: A second chapter covers mini-wetlands with filter matrix (filtermatrice), covered in SR379 p.106–133. The model's MW measure appears to use open water type values.)
N effect — confirmed from catalog (Tabel 1): 13 Danish monitoring sites (2013–2018): - N loading: 512–5,096 kg TN/ha MW/yr - N removal: 112–1,007 kg TN/ha MW/yr - Efficiency: 13–37% - Mean: 472 kg TN/ha MW/yr at 22% efficiency
This translates directly to the model's three size classes: - mw1 (0.20 ha, 20 ha catchment): 0.20 × 472 = 94.4 kg N/yr ✅ - mw2 (0.50 ha, 50 ha catchment): 0.50 × 472 = 236 kg N/yr ✅ - mw3 (1.00 ha, 100 ha catchment): 1.00 × 472 = 472 kg N/yr ✅
All three model values match the catalog mean N removal exactly. ✅
Confidence: *** — "Estimaterne anses for rimeligt sikre og er baseret på et velafprøvet datagrundlag" (estimates are reasonably reliable, based on a well-tested data basis).
P effect — confirmed from catalog (Tabel 3): Same 13 sites: 45% P efficiency → 31 kg TP/ha MW/yr average. - The model uses 0.45 factor for both matrix and macropore P pathways from the MW — consistent with catalog.
Cost — comparison with catalog (Tabel 8):
| MW size | Catchment | Catalog (no pump, kr/yr) | Catalog (with pump, kr/yr) | Model fixed cost |
|---|---|---|---|---|
| mw1 (0.20 ha) | 20 ha | 25,420 | 26,474 | 27,270 |
| mw2 (0.50 ha) | 50 ha | 33,617 | 39,330 | 36,983 |
| mw3 (1.00 ha) | 100 ha | 50,391 | 60,262 | 53,171 |
(Catalog "with pump" total includes anlæg + maintenance + land loss; "no pump" excludes pump cost.)
Model values sit between "without pump" and "with pump" cases — consistent with an average across lowland (pump) and upland (no pump) locations. Reasonable. ✅
Catalog eligibility criteria: - ≥80% of drainage catchment must be drained - N removal at outlet ≥300 kg N/ha MW/yr - TN concentration in drain water ≥4 mg TN/l - MW = 1–1.5% of drainage catchment (≥20 ha; ≥50 ha if water is pumped in)
Side effects from catalog: - Pesticides: slight retention of drain water pesticides (+) - Biodiversity: positive (+), especially with planted vegetation - P: 45% removal (+) - Climate: 1.6 t CO₂-eq/ha from cessation of cultivation (neutral overall due to denitrification N₂O)
Overlap note (catalog): Mini-wetlands overlap with IBZ (same function but IBZ used on smaller catchments <25 ha with sufficient slope). Surface measures (e.g. catch crops) on the contributing fields reduce the hydraulic and nutrient load to the MW, reducing MW efficiency.
Open questions¶
SurfRet_ID15(ret)— is this a separate dataset or derived from field-levelSurfRet(i)averaged over the ret?- The MW potential color categories (dark green / light green / dark yellow) — what do these represent ecologically?
- Is there a cost for the actual land of the MW, or only for the 0.20/0.50/1.00 ha directly occupied? (Catalog Table 8 includes "Dækningsbidragstab" — yield loss — but this is a small component of total cost.)
- Does the model distinguish open-water MWs from filter-matrix MWs? The catalog shows filter-matrix MWs remove ~50% N (higher efficiency than open water's 22%). If the model uses 22% (open water), this is conservative for sites where filter matrix could be used.
Related pages¶
- WL — field-level wetland (N-targeted; different spatial unit — field vs ID15 catchment)
- PWET — P-targeted wetland (field-level; sedimentation mechanism)
- IBZ — in-stream buffer zone (smaller catchments <25 ha; same function at finer scale)
- Retention types — MW uses SurfRet_ID15 (surface retention at sub-catchment level)
- P loss pathways — MW reduces matrix + macropore P at catchment outlet
- N Reduction — MW_Red_ret equation
- P Reduction — MW_red_P equation
- Constraints — VP2 linkage / potential cap
- Tripartite Agreement — MW floor: ≥40,000 ha equivalent