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Dewatering · Construction Pumps · Sizing Guide
A practical sizing walk-through for contractors and site engineers — flow, head, suction lift, and how to choose between the CD, HL, and NC series without overspending or under-pumping.
Sizing a Godwin Dri-Prime comes down to three numbers: required flow in GPM, total dynamic head (TDH) in feet, and suction lift in feet. Get those right and the model selection falls out of the performance curve. Get them wrong and you either rent (or buy) a pump that costs 2x what it needs to, or one that won't reach the discharge point on a hot afternoon.
Use the CD series for high-volume, medium-head work with large solids — trench dewatering, bypass pumping, lift station bypass. Use the HL series when you need head above 300 ft — long discharge runs, elevation lifts, jetting. Use the NC series when the fluid has stringy material (raw sewage, fibrous wastewater) — Flygt N-impeller technology resists clogging where a CD will jam.
Godwin's Dri-Prime is an automatic, self-priming centrifugal pump. The "Dri-Prime" name refers to the priming method: a compressed-air-driven venturi evacuates air from the suction hose and pump body until liquid rises into the casing, at which point pumping begins. A non-return ball seals the discharge during priming so the pump doesn't draw air backward.
The two practical consequences for sizing are these: the pump primes from dry to 28 ft of suction lift, and it can run dry indefinitely because the mechanical seal sits in an oil/glycol bath that dissipates heat through the casing rather than relying on the pumped fluid for cooling. That's why Dri-Primes dominate construction dewatering — they handle intermittent suction, fluctuating water levels, and operator-unattended cycling without burning seals.
Whether you're calling us for a quote, calling Xylem rental, or specifying for a bid, every Dri-Prime selection conversation starts with the same four data points. If you don't have all four, the answer you get is a guess.
| Number | What to measure | Why it matters |
|---|---|---|
| Required flow (GPM) | The volume of water you need to move per minute at peak demand — not average | Sets the pump's required capacity. Always size to peak inflow, never to average; a flooded excavation doesn't care about your daily mean. |
| Static head (ft) | Vertical distance from the water surface at the suction to the highest discharge point | The portion of TDH that doesn't depend on flow. Measure with a tape, not a guess. |
| Friction head (ft) | Pressure loss through the suction hose, discharge hose, fittings, and valves at design flow | The flow-dependent portion of TDH. A 4 in hose and a 6 in hose at the same GPM are not the same pump duty point. |
| Suction lift (ft) | Vertical distance from the water surface up to the pump centerline | If lift exceeds 28 ft (less at altitude), the Dri-Prime won't prime — you need a submersible or a different placement. |
TDH is the total resistance the pump has to overcome to move your flow from suction to discharge. It's the y-axis of every Godwin performance curve. The basic equation:
For 95% of construction dewatering jobs, you can ignore velocity head (it's typically under 2 ft) and pressure head (atmospheric discharge to a pond, ditch, or sewer). That leaves:
Static head is the vertical distance, measured in feet, from the water surface elevation at the source to the discharge elevation. If you're pulling water out of a 12 ft deep trench and discharging into a sediment tank 8 ft above grade, your static head is roughly 20 ft. The horizontal distance doesn't enter static head — that comes into friction.
Friction loss depends on flow rate, hose ID, hose length, fittings, and fluid viscosity. For clean water at typical construction temperatures, the friction loss per 100 ft of layflat or hard-suction hose follows these approximate values:
| Hose ID | Flow 250 GPM | Flow 500 GPM | Flow 1,000 GPM | Flow 2,000 GPM |
|---|---|---|---|---|
| 3 in | ~14 ft / 100 ft | ~50 ft / 100 ft | Not recommended | Not recommended |
| 4 in | ~3.5 ft / 100 ft | ~12 ft / 100 ft | ~44 ft / 100 ft | Not recommended |
| 6 in | ~0.5 ft / 100 ft | ~1.7 ft / 100 ft | ~6 ft / 100 ft | ~22 ft / 100 ft |
| 8 in | negligible | ~0.4 ft / 100 ft | ~1.4 ft / 100 ft | ~5.4 ft / 100 ft |
| 12 in | negligible | negligible | ~0.2 ft / 100 ft | ~0.7 ft / 100 ft |
These are approximate Hazen-Williams values for clean water with C=120. For solids-laden discharge (sewage, sludge, sediment-loaded site water), increase friction loss by 20%–40%. For long runs, add elbow, valve, and fitting equivalent lengths.
Walk through a realistic scenario to see how the numbers play out:
Step 1: Required flow — Estimated 600 GPM at peak. Round up to 750 GPM for design margin; you'd rather have unused capacity than be overrun. Real groundwater inflow estimates are notoriously soft, and the cost of being too small is a flooded excavation.
Step 2: Suction lift — Pump at grade, water at 14 ft depth = 14 ft suction lift. Well under the 28 ft limit, so a Dri-Prime is appropriate.
Step 3: Static head — Source water 14 ft below grade, discharge at grade = 14 ft of static head, lifting the water from the trench bottom to grade level.
Step 4: Friction head — At 750 GPM design flow with a 6 in discharge hose over 400 ft, friction is approximately 4 ft per 100 ft × 4 = 16 ft. Add another 4 ft for the 12 ft suction hose and fittings. Total friction head ≈ 20 ft.
Step 5: Total Dynamic Head — Static (14) + Friction (20) = 34 ft TDH at 750 GPM design flow.
Step 6: Model selection — Looking at the CD series performance: a CD100M handles 100–750 GPM with a max TDH of 125 ft. Easily covers 750 GPM at 34 ft TDH with comfortable margin. A CD150M (700–2,080 GPM, max TDH 160 ft) would be oversized; you'd be running it at the low end of its curve, which is wasteful.
Answer: CD100M diesel-drive Dri-Prime. 4 in by 4 in branch size, fits your hose plan, sized correctly without overspending.
The CD (Construction Dewatering) series is Godwin's most-used Dri-Prime line. High-volume, medium-head, large solids handling. These are the trailers and skids you see on virtually every major construction site doing groundwater control.
| Model | Branch Size | Flow Range (GPM) | Max TDH (ft) | Solids Handling | HP@RPM |
|---|---|---|---|---|---|
| CD75MA5 | 2x2 / 3x3 | 0–300 | 105 | 1-5/8 in | 17@3,000 |
| CD80M | 3x3 | 0–350 | 95 | 1-5/8 in | 18@2,200 |
| CD100M | 4x4 | 100–750 | 125 | 1-3/4 in | 30@2,200 |
| CD103M | 4x4 | 300–1,000 | 175 | 3 in | 46@2,200 |
| CD150M | 6x6 | 700–2,080 | 160 | 3 in | 74@2,200 |
| CD200M | 8x8 | 800–2,300 | 160 | 3 in | 74@2,200 |
| CD225M | 8x8 | 1,000–3,100 | 170 | 3 in | 99@2,200 |
| CD250M | 10x10 | 1,500–3,600 | 185 | 3 in | 156@2,200 |
| CD300M | 12x12 | 3,000–6,000 | 205 | 3-3/4 in | 300@1,800 |
| CD400M | 18x18 | 4,000–10,000 | 145 | 3-3/4 in | 300@1,800 |
| CD500M | 24x18 | 8,000–16,500 | 240 | 4-7/8 in | 700@1,800 |
Source: Godwin Dri-Prime US product catalog. Electric-drive versions of these models are available with reduced max head (motor speed limits to 1,800 RPM vs 2,200–3,000 for diesel). Solids handling represents largest spherical solid that can pass.
Construction Dewatering
Use when: Standard groundwater control, trench dewatering, lift station bypass, general site water.
Flow: 0–16,500 GPM
Head: 95–280 ft
Solids: Up to 5 in (largest model)
High-Head / Jetting
Use when: Long discharge runs, big elevation lifts, jetting service, pumping over a hill, sewer bypass with significant rise.
Flow: 0–5,300 GPM
Head: 320–630 ft
Solids: 7/8 in to 2-1/2 in
Non-Clog / Stringy Material
Use when: Raw sewage, fibrous sludge, wipes, rags, anything that wraps a standard impeller. Uses Flygt N-technology self-cleaning impeller.
Flow: 0–6,000 GPM
Head: 115–205 ft
| Model | Branch Size | Flow Range (GPM) | Max TDH (ft) | Solids Handling |
|---|---|---|---|---|
| HL80M | 4x3 | 0–450 | 330 | 1 in |
| HL100M | 4x4 | 300–800 | 380 | 1-3/8 in |
| HL125M | 6x4 | 300–1,000 | 450 | 1-3/8 in |
| HL150M | 6x6 | 500–1,450 | 505 | 1-3/8 in |
| HL110M | 4x3 | 200–600 | 615 | 3/4 in |
| HL130M | 6x4 | 400–1,300 | 630 | 7/8 in |
| HL160M | 8x6 | 400–2,000 | 620 | 1-3/8 in |
| HL260M | 10x10 | 1,500–5,300 | 480 | 2 in |
| Model | Branch Size | Flow Range (GPM) | Max TDH (ft) |
|---|---|---|---|
| NC80 | 4x3 | 0–350 | 110 |
| NC100 | 4x4 | 100–750 | 165 |
| NC150 | 6x6 | 700–1,700 | 205 |
| NC350 | 16x16 | 3,000–6,000 | 160 |
Every CD, HL, and NC series Dri-Prime is available in either diesel or electric drive. The choice depends on jobsite power, duration, and noise constraints.
| Factor | Diesel Drive | Electric Drive |
|---|---|---|
| Power needed | Self-contained. Onboard fuel tank for 24-hour run. | Requires 230V or 460V three-phase service at the site. Larger units need 4,160V. |
| Duty | Short-to-medium-term jobs, remote sites, emergencies. | Long-duration jobs, permanent installations, lift station backup. |
| Max head | Higher — diesel engines run 2,200–3,000 RPM. | Lower — motors limited to 1,800 RPM (60 Hz), so max TDH typically drops 15–30 ft vs diesel equivalent. VFDs available for partial recovery. |
| Operating cost | Fuel + service + emissions compliance. | Power cost only; less maintenance, no fueling logistics. |
| Noise | Critically Silenced enclosure rated ~69 dBA at 30 ft. | Inherently quieter — motor noise only. |
| Emissions | Tier 4 Final certified. Some urban jobs restrict diesel use. | Zero on-site emissions — required for indoor or enclosed installations. |
The DBS is a packaged automatic backup pump for lift stations and pump stations. Sits idle until the primary pump fails, then auto-starts and runs the bypass. Common spec for municipal lift station resilience. Available in CD or NC configurations matched to the station's design point.
Standard 14-gauge sheet metal (12-gauge for larger units) lined with polydamp acoustical material, critical-grade silenced muffler, silenced priming exhaust, isolated engine vibration. Rated approximately 69 dBA at 30 ft. Mandatory for night work in noise-restricted municipalities, residential neighborhoods, or near hospitals.
Sizing matters in two directions, and most contractors only think about one of them.
Undersizing is the obvious failure mode: pump can't keep up with inflow, excavation floods, schedule slips, crews stand idle, the GC is calling at 6 AM. Everyone understands this risk.
Oversizing is the quiet money-drain. A CD150M instead of a CD100M for a 750-GPM job means roughly 2.5x the rental cost, 2.5x the fuel burn, and a pump operating at the low-flow end of its curve where efficiency is poor and the bearings see harder service. Over a 90-day job, the difference between a right-sized pump and a "just to be safe" oversized pump can easily exceed $30,000–50,000 in rental and fuel cost.
For purchased pumps (lift station backup, permanent installations, repeat dewatering work), oversizing is even worse — you carry the higher capital cost for 15+ years and burn extra power every hour the pump runs.
Then a Dri-Prime won't prime, regardless of model. Options: lower the pump closer to the water surface (a sump or stairway), use a submersible pump in the source water and pipe to surface, or use a wellpoint system (multiple smaller suction points connected to a header). Godwin's Heidra hydraulic submersibles and Sub-Prime electric submersibles handle deep-suction jobs where the Dri-Prime can't reach.
Size to the peak inflow expected during the job duration, not the average. If you're dewatering a tidal-influenced excavation or a site with seasonal high water, the design flow has to cover the worst-hour scenario. The Dri-Prime can run lightly loaded indefinitely without harm; what it can't do is run at 200% of rated flow.
Yes — and it's often a smart redundancy play. Two CD100M units instead of one CD150M gives you backup capacity if one unit fails, allows staged shutdown for service, and lets you scale down during low-inflow periods. The total rental cost is usually within 10–20% of a single larger pump, and the risk reduction is significant for critical jobs.
Long horizontal runs are friction-dominated. The static head might be only 5 ft, but 1,500 ft of 6 in hose at 1,000 GPM carries about 90 ft of friction loss. Your TDH is dominated by the discharge run, not the lift. In these cases, oversizing the discharge hose (go from 6 in to 8 in) usually saves more pump cost than upgrading the pump itself.
We're an authorized Godwin distributor for purchase. For rental, Xylem operates a 24/7 rental fleet through their dewatering branches — every product in the Godwin catalog is available for rent. For owned-fleet contractors who run the same dewatering jobs repeatedly, purchasing typically pays back versus rental within 12–24 months. We'll help you run that math against your specific job mix.
If the wastewater contains stringy material — wipes, rags, hair, fibrous solids — the standard CD impeller will eventually clog or wrap. The NC series uses Flygt's N-impeller, which has a leading-edge geometry that lets stringy material pass through without binding. For raw municipal sewage bypass, lift station bypass, or industrial fibrous waste, spec NC. For storm water, groundwater, and general construction dewatering with grit but no fibers, CD is appropriate and less expensive.
Send us the four numbers — required GPM, static head, friction head, suction lift — plus job duration, fluid type, and any site power. We'll size the Godwin model, confirm availability, and quote both purchase and rental options where applicable.